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2008-021 2010 Mass Transit Facility Improvements Agreement with Tri-Valley Construction, Inc.
CITY OF YAKIMA 2010 Mass Transit Facility Improvements PUBLIC WORKS FACILITIES PRUITVALE BOULEVARD CITY PROJECT NO. 2184 AUGUST 2010 ??- INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901 until 2:00 PM on September 8, 2010 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA 2010 Mass Transit Facility Improvements Public Works Complex - Fruitvale Boulevard City Project No. 2184 This contract provides for improvements at the Mass Transit Facility/Public Works Complex and includes concrete slab removal and replacement, wash structure removal and replacement, the construction of new sanitary sewer and the installation of a new storm water collection/treatment system and other associated work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond and insurance within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street upon payment of the amount of $35.00 for each set, non refundable, or by ordering a set by phone at 509-575-6674 or by FAX at 509-576-6314. Project questions should be directed to Dan Ford, Project Engineer at 509-576-6754. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington, and at Plan Centers in Yakima and Kennewick, Washington. The City reserves the right to reject any or all bids and proposals. DATED this 10th day of August, 2010 PUBLISH August 17, 2010 August 18, 2010 3 DEBORAH KLOSTER CITY CLERK 4 CONTENTS CITY OF YAKIMA 2010 Mass Transit Facility Improvements Public Works Complex - Fruitvale Boulevard City Project No. 2184 SECTION PAGE INVITATION TO BID 3 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2008 Standard Specifications 7 7 CONTRACT PROVISIONS Special Provisions 21 Project Description 22 Definitions 22 1-02 Bid Procedures and Conditions 23 1-03 Award and Execution of Contract 30 1-04 Scope of the Work 31 1-05 Control of Work 32 1-06 Control of Material 35 1-07 Legal Relations and Responsibilities to the Public 38 1-08 Prosecution and Progress 45 1-09 Measurement and Payment 48 1-10 Temporary Traffic Control 50 2-02 Removal of Structures and Obstructions 51 2-03 Roadway Excavation and Embankment 51 2-06 Subgrade Preparation 52 2-07 Watering 52 5-04 Hot Mix Asphalt 53 5-05 Cement Concrete Pavement 57 6-02 Concrete Structures 60 7-04 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 63 7-05 Manholes, Inlets, Catch Basins, and Drywells 65 7-08 General Pipe Installation Requirements 66 8-01 Erosion Control and Water Pollution Control 67 8-30 Repair or Replacement (New Section) 67 9-03 Aggregates 68 Revised Standard Plans 73 Contract Form 79 Performance Bond Form 81 Informational Certificate of Insurance 83 Informational Additional Insured Endorsement 85 Minimum Wage Affidavit Form 87 5 PREVAILING WAGE RATES Prevailing Wage Rates 89 PROPOSAL Proposal Form 103 Item Proposal Bid Sheet 105 Bid Bond Form 109 Non -Collusion Declaration 111 Non -Discrimination Provision 112 Subcontractor List 113 Women and Minority Business Enterprise Policy 114 Council Resolution 115 Affirmative Action Plan 116 Bidders Certification 118 Subcontractors Certification 119 Materially and Responsive 120 PROPOSAL SIGNATURE SHEET 121 RIOfFRS fHFCKIIST 922 PLANS & DETAILS Standard Details Attached Project Details Attached Construction Plans Attached 6 Standard Specifications INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2010 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC April 5, 2010 1-07.13(4) Repair of Damage The last sentence in the first paragraph is revised to read: For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2), 1-07.13(3), or 8- 17.5, payment will be made in accordance with Section 1-09.4 using the estimated Bid item "Reimbursement for Third Party Damage". 1-07.16(2) Vegetation Protection and Restoration The second paragraph is revised to read: Damage which may require replacement of vegetation includes torn bark stripping, broken branches, exposed root systems, cut root systems, poisoned root systems, compaction of surface soil and roots, puncture wounds, drastic reduction of surface roots or leaf canopy, changes in grade greater than 6 -inches, or any other changes to the location that may jeopardize the survival or health of the vegetation to be preserved. The third paragraph is revised to read: When large roots of trees designated to be saved are exposed by the Contractor's operation, they shall be wrapped with heavy, moist material such as burlap or canvas for protection and to prevent excessive drying. The material shall be kept moist and securely fastened until the roots are covered to finish grade. All material and fastening material shall be removed from the roots before covering. All roots 1 -inch or larger in diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. Damaged, torn, or ripped bark shall be removed as ordered by the Engineer at no additional cost to the Contracting Agency. The fourth paragraph is revised to read: Any pruning activity required to complete the Work as specified shall be performed by a Certified Arborist as designated by the Engineer. SECTION 1-08, PROSECUTION AND PROGRESS April 5, 2010 1-08.1 Subcontracting The second and third sentences in the eighth paragraph are revised to read: This Certification shall be submitted to the Project Engineer on WSDOT form 421-023, "Quarterly Report of Amounts Paid as MBE/WBE Participants", quarterly for the State fiscal quarters: January 1 through March 31, April 1 through June 30, July 1 through September 30, October 1 through December 31, and for any remaining portion of a quarter through Physical Completion of the Contract. The report is due 20 calendar days following the fiscal quarter end or 20 -calendar days after Physical Completion of the Contract. The last sentence in the ninth paragraph is revised to read: When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of WSDOT form 421-023 "Quarterly Report Amounts Paid as MBE/WBE Participants". - , vuw w..y Report a of Amounts � wu� iw � uiu v uy v u� 1-08.5 Time for Completion The last two sentences in the first paragraph are revised to read: When any of these holidays fall on a Sunday, the following Monday shall be counted a nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day. The days between December 25 and January 1 will be classified as nonworking days. SECTION 1-09, MEASUREMENT AND PAYMENT January 4, 2010 1-09.9 Payments The first paragraph is revised to read: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum Items to enable the Project Engineer to determine the Work performed on a monthly basis. Lump sum item breakdowns shall be submitted prior to the first progress payment that includes payment for the Bid Item in question. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. In the third paragraph, the second sentence is deleted. O SECTION 1-10, TEMPORARY TRAFFIC CONTROL April 5, 2010 In Division 1-10, all references to "truck mounted" are revised to read "transportable". 1-10.2(3) Conformance to Established Standards In the fifth paragraph, the reference "(TMA's)" is deleted. 1-10.3(2)C Lane Closure Setup/Takedown In the second paragraph, the reference to "TMA/arrow board" is revised to read "transportable attenuator/arrow board". 1-10.3(3)A Construction Signs In the fourth paragraph "height" is replaced with "top of the ballast". 1-10.3(3)J Truck Mounted Attenuator The title for this section is revised to read: 1-10.3(3)J Transportable Attenuator In the second and fourth paragraphs, the references to "TMA" are revised to read "Transportable Attenuator". In the first paragraph, the first sentence is revised to read: Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, operate, and maintain transportable impact attenuators as required in Section 9-35.12. In the third paragraph, the reference to "truck's" is revised to read "host vehicle's". 1-10.4(2) Item Bids with Lump Sum for Incidentals All references to "Truck Mounted Impact Attenuator(s)" are revised to read "Transportable Attenuator(s)". In the eighth paragraph, the first sentence is revised to read: "Transportable Attenuator" will be measured per each one time only for each host vehicle with mounted or attached impact attenuator used on the project. In the last sentence of the ninth paragraph, the reference to "TMA" is replaced with "transportable attenuator". 1-10.5(2) Item Bids with Lump Sum for Incidentals All references to "truck mounted impact attenuator(s)" are revised to read "transportable attenuator(s)". SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP April 5, 2010 2-01.3(2) Grubbing In the first paragraph Item 2. e. is revised to read: e. Upon which embankments will be placed except stumps may be close -cut or trimmed as allowed in Section 2-01.3(1) item 3. 9 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS January 4, 2010 2-02.3 Construction Requirements The fourth paragraph is revised to read: The Contractor may dispose of waste material in Contracting Agency owned sites if the Special Provisions or the Engineer permits it. Otherwise, the Contractor shall arrange to dispose of waste at no expense to the Contracting Agency and the disposal shall meet the requirements of Section 2-03.3(7)C. SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION January 4, 2010 5-01.2 Materials The referenced section for the following item is revised to read: flJVVel Pars 0_117.5(1) SECTION 5-04, HOT MIX ASPHALT April 5, 2010 5-04.3(8)A1 General The second sentence in the second paragraph is revised to read: Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt binder, when the Proposal quantities exceed 4,000 -tons. The third paragraph is revised to read: Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal quantities for a class of HMA, with the same PG grade of asphalt binder, are 4,000 -tons or less. 5-04.3(8)A4 Definition of Sampling Lot and Sublot The first sentence in the first paragraph is revised to read: A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design may be increased to 25 sublots 5-04.3(10)B1 General The first sentence in the second paragraph is revised to read: A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design may be increased to 25 sublots. 10 SECTION 5-05, CEMENT CONCRETE PAVEMENT April 5, 2010 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". The eighth paragraph is revised to read: Acceptance testing for compliance of air content and 28 -day compressive strength shall be conducted from samples prepared according to WSDOT FOP for WAQTC TM 2. Air content shall be determined by conducting WSDOT FOP for WAQTC /AASHTO T 152. Compressive Strength shall be determined by WSDOT FOP for AASHTO T 23 and WSDOT FOP for AASHTO T 22. 5-05.3(12) Surface Smoothness The first paragraph is revised to read: The pavement smoothness will be checked with equipment furnished and operated by the Contractor, under supervision of the Engineer, within 48 -hours following placement of concrete. Smoothness of all pavement placed except Shoulders, ramp tapers, intersections, tight horizontal curves, and small or irregular areas as defined by Section 5- 05.3(3) unless specified otherwise, will be measured with a recording profilograph, as specified in Section 5-05.3(3), parallel to centerline, from which the profile index will be determined in accordance with WSDOT Test Method 807. Tight horizontal curves are curves having a centerline radius of curve less than 1,000 feet and pavement within the superelevation transition of those curves. 5-05.3(16) Protection of Pavement All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". 5-05.3(17) Opening to Traffic All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". SECTION 6-02, CONCRETE STRUCTURES April 5, 2010 6-02.3(6) Placing Concrete The third paragraph is revised to read: All foundations, forms, and contacting concrete surfaces shall be moistened with water just before the concrete is placed. Any standing water on the foundation, on the concrete surface, or in the form shall be removed. The following new sentence is added after the fourth sentence in the fourth paragraph: The submittal to the Engineer shall include justification that the concrete mix design will remain fluid for interruptions longer than 30 -minutes between placements. 6-02.3(10)0 Concrete Placement, Finishing, and Texturing The following paragraph is inserted at the beginning of this section: Before placing bridge approach slab concrete, the subgrade shall be constructed in accordance with Sections 2-06 and 5-05.3(6). 11 6-02.3(11) Curing Concrete In the fifth paragraph "Type 1 D" is revised to read "Type 1 D, Class B". 6-02.3(17)F Bracing Under the heading "Temporary Bracing for Bridge Girders", the table is revised to read: Girder Series Distance in Inches W42G 30 W5OG 42 W58G 63 W74G 66 Prestressed concrete tub girders with webs with flang8s 30 WF36G, WF42G, WF50G, WF58G, WF66G, WF74G, WF83G, WF95G, and WF100G 70 W32BTG, W38BTG, and W62BTG 70 WF74PTG, WF83PTG, WF95PTG, and WF100PTG 70 6-02.3(17)N Removal of Falsework and Forms The first paragraph including table is revised to read: If the Engineer does not specify otherwise, the Contractor may remove forms based on an applicable row of criteria in the table below. Both compressive strength and minimum time criteria must be met if both are listed in the applicable row. The minimum time shall be from the time of the last concrete placement the forms support. In no case shall the Contractor remove forms or falsework without the Engineer's approval. 12 Concrete Placed In Percent of Specified Minimum Compressive Strength1 Minimum Compressive Strengthl Minimum Time Columns, walls, non- sloping box girder webs, abutments, footings, pile caps„ traffic and pedestrian barriers, and any other side form not supporting the concrete weight. — — 3 days Columns, walls, non- sloping box girder webs, abutments, traffic and pedestrian barriers, and any other side form not supporting the concrete weight or other loads. — 1400 psi 18 hours Side forms of footings, pile caps, and shaft caps.2 — — 18 hours Crossbeams, shaft caps, struts, inclined columns and inclined walls. 80 — 5 days Bridge decks supported on wood or steel stringers or on steel or prestressed concrete girders.3 80 — 10 days Box girders, T -beam girders, and flat -slab Superstructure.3 80 — 14 days Arches.3 80 — 21 days 1 Strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDOT FOP for AASHTO T 23. 2 Curing compound shall be immediately applied to the sides when forms are removed. 3 Where continuous spans are involved, the time for all spans will be determined by the last concrete placed affecting any span. The third and fourth paragraphs are deleted. The fifth paragraph is revised to read: Curing shall comply as required in Section 6-02.3(11). The concrete surface shall not become dry during form removal if removed during the cure period. 6-02.3(24) Reinforcement This first paragraph is revised to read: Although a bar list is normally included in the Plans, the Contracting Agency does not guarantee its accuracy and it shall be used at the Contractor's risk. Reinforcement fabrication details shall be determined from the information provided in the Plans. The third paragraph is deleted. 13 6-02.3(24)C Placing and Fastening The eighth paragraph is revised to read: Mortar blocks may be accepted based on a Manufacturer's Certificate of Compliance. The 14th paragraph is revised to read: Clearances for main bars shall be at least: 4 -inches between: 3 -inches between: 2 -'4 -inches between: 2 -inches between: 1 -1/2 -inches between: 1 -inch between: Bars and the surface of any concrete masonry exposed to the action of salt or alkaline water. Bars and the surface of any concrete deposited against earth without intervening forms. Adjacent bars in a layer, Bridge deck bars and the top of the bridge deck. Adjacent layers. Bars and the surface of concrete exposed to earth. Reinforcing bars and the faces of forms for exposed aggregate finish. Bars and the surface of concrete when not specified otherwise in this Section or in the Plans. Barrier and curb bars and the surface of concrete. Slab bars and the bottom of the slab. Slab bars and the top surface of the bottom slab of a cast -in-place concrete box girder. The following new paragraph is inserted after the 14th paragraph: Cover to ties and stirrups may be 1 -inch less than the values specified for main bars but shall not be less than 1 -inch. 6-02.3(24)F Mechanical Splices Items 1, 2, and 3 in the fourth paragraph are revised to read: 1. Mechanical splices shall develop at least 125 percent of the specified yield strength of the unspliced bar. The ultimate tensile strength of the mechanical splice shall exceed that of the unspliced bar. 2. The total slip of the bar within the spliced sleeve of the connector after loading in tension to 30.0 ksi and relaxing to 3.0 ksi shall not exceed the following measured displacements between gage points clear of the splice sleeve: a. 0.01 inches for bar sizes up to No. 14. b. 0.03 inches for No. 18 bars. 3. The maximum allowable bar size for mechanical laps splices shall be No. 6. 14 SECTION 7-04, STORM SEWERS January 4, 2010 7-04.2 Materials In the first paragraph, the following two items are inserted after the item "Corrugated Polyethylene Storm Sewer Pipe 9-05.20": Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22 High Density Polyethylene (HDPE) Pipe 9-05.23 7-04.5 Payment This section is supplemented with the following: "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In. Diam.", per linear foot. "High Density Polyethylene (HDPE) Pipe In. Diam.", per linear foot. SECTION 9-01, PORTLAND CEMENT April 5, 2010 9-01.2(1) Portland Cement In the first paragraph, all the text after "shall not exceed 8 -percent by weight" is deleted and the paragraph ends. In the second paragraph, "per" is revised to read "in accordance with". SECTION 9-03, AGGREGATES January 4, 2010 In this Division, all references to "AASHTO TP 61" are revised to read "AASHTO T 335". SECTION 9-04, JOINT AND CRACK SEALING MATERIALS January 4, 2010 9-04.11 Butyl Rubber This section including title is revised to read: 9-04.11 Butyl Rubber and Nitrile Rubber Butyl rubber shall conform to ASTM D 2000, M1 BA 610. If the Engineer determines that the area will be exposed to petroleum products Nitrile rubber shall be utilized and conform to ASTM D 2000, M1 BG 610. SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS January 4, 2010 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC Sanitary Sewer Pipe In the fourth paragraph, the word "producer's" is revised to read "Manufacturer's". 9-05.13 Ductile Iron Sewer Pipe The second and third paragraphs are revised to read: Ductile iron pipe shall conform to ANSI A 21.51 or AWWA C151 and shall be cement mortar lined and have a 1- mil seal coat per AWWA C104, or a Ceramic Filled Amine cured Novalac Epoxy lining, as indicated on the Plans or in the Special Provisions. The ductile 15 iron pipe shall be Special Thickness Class 50, Minimum Pressure Class 350, or the Class indicated on the Plans or in the Special Provisions. Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical type meeting the requirements of AWWA C111. Division 9-05 is supplemented with the following new sections: 9-05.21 Steel Rib Reinforced Polyethylene Culvert Pipe Steel rib reinforced polyethylene culvert pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24 -inch to 60 -inch diameter with silt -tight joints. Silt -tight joints for steel reinforced polyethylene culvert pipe shall be made with a bell/bell or bell and spigot coupling and incorporate the use of a gasket conforming to the requirements of ASTM F 477. All gaskets shall be installed on the pipe by the manufacturer. Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires an approved joint system and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties as it deems appropriate. 9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings. The maximum diameter for steel reinforced polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted a qualified joint. Qualified manufacturers and approved joints are listed in the Qualified Products Lists. Fittings shall be rotationally molded, injection molded, or factory welded. All joints for steel reinforced polyethylene storm sewer pipe shall be made with a bell and spigot coupling and conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be installed on the pipe by the manufacturer. Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties as it deems appropriate. 9-05.23 High Density Polyethylene (HDPE) Pipe HDPE pipe shall be manufactured from resins meeting the requirements of ASTM D3350 with a cell classification of 345464C and a Plastic Pipe Institute (PPI) designation of PE 3408. The pipes shall have a minimum standard dimension ratio (SDR) of 32.5. HDPE pipe shall be joined into a continuous length by an approved joining method. 16 The joints shall not create an increase in the outside diameter of the pipe. The joints shall be fused, snap together or threaded. The joints shall be water tight, rubber gasketed if applicable, and pressure testable to the requirements of ASTM D 3212. Joints to be welded by butt fusion, shall meet the requirements of ASTM F 2620 and the manufacturer's recommendations. Fusion equipment used in the joining procedure shall be capable of meeting all conditions recommended by the pipe manufacturer, including but not limited to fusion temperature, alignment, and fusion pressure. All field welds shall be made with fusion equipment equipped with a Data Logger. Temperature, fusion pressure and a graphic representation of the fusion cycle shall be part of the Quality Control records. Electro fusion may be used for field closures as necessary. Joint strength shall be equal or greater than the tensile strength of the pipe. Fittings shall be manufactured from the same resins and Cell Classification as the pipe unless specified otherwise in the Plans or Specifications. Butt fusion fittings and Flanged or Mechanical joint adapters shall have a manufacturing standard of ASTM D3261. Electro fusion fittings shall have a manufacturing standard of ASTM F1055. HDPE pipe to be used as liner pipe shall meet the requirements of AASHTO M 326 and this specification. The supplier shall furnish a Manufacturer's Certification of Compliance stating the materials meet the requirements of ASTM D 3350 with the correct cell classification with the physical properties listed above. The supplier shall certify the dimensions meet the requirements of ASTM F 714 or as indicated in this Specification or the Plans. At the time of manufacture, each lot of pipe, liner, and fittings shall be inspected for defects and tested for Elevated Temperature Sustain Pressure in accordance with ASTM F 714. The Contractor shall not install any pipe that is more than 2 years old from the date of manufacture. At the time of delivery, the pipe shall be homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, or deleterious faults. Pipe shall be marked at 5 foot intervals or less with a coded number which identifies the manufacturer, SDR, size, material, machine, and date on which the pipe was manufactured. SECTION 9-07, REINFORCING STEEL January 4, 2010 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement) This sections title is revised to read: 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement Rehabilitation) SECTION 9-08, PAINTS AND RELATED MATERIALS January 4, 2010 9-08.1(2)C Inorganic Zinc Rich Primer In the first paragraph, the reference to "Type II" is revised to read "Type I". 17 9-08.1(2)D Organic Zinc Rich Primer This section is revised to read: Organic zinc rich primer shall be a high performance two -component epoxy conforming to SSPC Paint 20 Type I!. SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES April 5, 2010 9-23.1 Sheet Materials for Curing Concrete In the first paragraph "AASHTO M 171" is revised to read "ACQTI1A C171". 9-23.2 Liquid Membrane Forming Concrete Curing Compounds !n the first sentence of the first paragraph, "AASHTO M 148" is deleted and "(ASTM C 309)" is revised to read "ASTM C 309". SECTION 9-33, CONSTRUCTION GEOSYNTHETIC April 5, 2010 9-33.4(3) Acceptance Samples The third paragraph is revised to read: Samples from the geosynthetic roll will be taken to confirm the material meets the property values specified. Samples will be randomly taken at the job site by the Contractor in accordance with WSDOT T 914 in the presence of the Project Engineer. The first sentence in the sixth paragraph is revised to read: For each geosynthetic roll that is tested and fails the Project Engineer will select two additional rolls from the same lot for sampling and retesting. The Contractor shall sample the rolls in accordance with WSDOT T 914 in the presence of the Project Engineer. SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS January 4, 2010 9-35.0 General Requirements In the first paragraph, the item "Truck Mounted Attenuator" is revised to read "Transportable Attenuator". In the second paragraph, the third sentence is revised to read: Unless otherwise noted, Requests for Approval of Material (RAM) and Qualified Products List (QPL) submittals are not required. 9-35.12 Truck -Mounted Attenuator This section including title is revised to read: 9-35.12 Transportable Attenuator Transportable attenuators are Truck -Mounted Attenuators (TMA) or Trailer -Mounted Attenuators (TMA -trailer). The transportable attenuator shall be mounted on, or attached to a host vehicle with a minimum weight of 15,000 pounds and a maximum weight in accordance with the manufacturer's recommendations. Ballast used to obtain the minimum weight requirement, or any other object that is placed on the vehicle shall be securely anchored such that it will be retained on the vehicle during an impact. The Contractor shall provide certification that the transportable attenuator complies with NCHRP 350 Test level 18 3 requirements. Lighter host vehicles proposed by the Contractor are subject to the approval of the Engineer. The Contractor shall provide the Engineer with roll -ahead distance calculations and crash test reports illustrating that the proposed host vehicle is appropriate for the attenuator and the site conditions. The transportable attenuator shall have a chevron pattern on the rear of the unit. The standard chevron pattern shall consist of 4 -inch yellow stripes, alternating non -reflective black and retro -reflective yellow sheeting, slanted at 45 degrees in an inverted "V" with the "V" at the center of the unit. This section is supplemented with the following new sub -sections: 9-35.12(1) Truck -Mounted Attenuator The TMA may be selected from the approved units listed on the QPL or submitted using a RAM. The TMA shall have an adjustable height so that it can be placed at the correct elevation during usage and to a safe height for transporting. If needed, the Contractor shall install additional lights to provide fully visible brake lights at all times. 9-35.12(2) Trailer -Mounted Attenuator The TMA -trailer may be selected from the approved units listed on the QPL or submitted using a RAM. If needed, the Contractor shall install additional lights to provide fully visible brake lights at all times. 9-35.12(3) Submittal Requirements For transportable attenuators listed on the QPL, the Contractor shall submit the QPL printed page or a QPL Acceptance Code entered on the RAM (WSDOT Form 350-071 EF) for the product proposed for use to the Engineer for approval. The Contractor shall submit a RAM for transportable attenuators not listed on the QPL. 19 SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2010 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions' date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Project Specific Special Provisions normally appear only in the contract for which they were developed. 21 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This contract provides for improvements at the Mass Transit Facility/Public Works Complex and includes concrete slab removal and replacement, wash structures removal and replacement, the construction of new sanitary sewer and the installation of a new storm water collection/treatment system and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01.3 Definitions (September 12, 2008 APWA GSP) This Section is supplemented with the following: All references in the Standard Specifications to the terms "State", "Department of Transportation", "Washington State Transportation Commission" "Commission" "secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods nr material of construction for performing the same work. . Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the contract within which the work must be physically completed Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date The date the Contracting Agency officially binds the agency to the contract. 22 Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency 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 correction or repair remains for the physical completion of the total contract. Physical Completion Date The day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (March 25, 2009 APWA GSP) Bidders must meet the minimum qualifications of RCW 39.04.350(1), as amended: "Before award of a public works contract, a bidder must meet the following responsibility criteria to be considered a responsible bidder and qualified to be awarded a public works project. The bidder must: (a) At the time of bid submittal, have a certificate of registration in compliance with chapter 18.27 RCW; (b) Have a current state unified business identifier number; (c) If applicable, have industrial insurance coverage for the bidder's employees working in Washington as required in Title 51 RCW; an employment security department number as required in Title 50 RCW; and a state excise tax registration number as required in Title 82 RCW; and 23 (d) Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3)." (*****) 1-02.2 Plans and Specifications (October 1, 2005 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor Plans and Contract Provisions No. of Sets 3 Basis of Distribution Furnished automatically upon award. Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.5 Proposal Forms //1.,1.. .1 2005 APWA GSP) 1, GSP) Delete this section and replace it with the following: At the request of a bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The proposal form will identify the project and its location and describe the work. it will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/VVBE requirements are to be satisfied through such an agreement. 24 A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal (October 10, 2008 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. (August 2, 2004) The fifth and sixth paragraphs of Section 1-02.6 are deleted. 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency -assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 1-02.9 Delivery of Proposal (October 1, 2005 APWA GSP) Revise the first paragraph to read: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise stated in the Bid Documents, to ensure proper handling and delivery. (******) 1-02.12 Public Opening Of Proposal This section is supplemented with the following: Date of Opening Bids Sealed bids are to be received at the office of the City Clerk, City of Yakima, 129 North Second Street, Yakima, WA 98901. 25 The bid opening date for this project is as listed in the invitation to bid. Bids received will be publicly opened in the City of Yakima Council chambers and read after 2:00 P. M. on this date. 1-02.13 Irregular Proposals (March 25, 2009 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequaiified when so required; h. Thea� ithorized prnpnsal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, ancri iatc ulUO, or l..ol IUIIIUI lJ; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02.6; The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or j. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders (March 25, 2009 APWA GSP, Option B) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if: 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted from submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or 6. the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 26 7. the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 8. the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or 9. there are any other reasons deemed proper by the Contracting Agency. As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 27 1-02.13 irregular Proposals (March 25, 2009 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Binder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; .. The r i v�uaal foil! t is nut pr upe(ly executed, g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or j. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders (March 25, 2009 APWA GSP, Option B) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if: 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted from submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or 6. the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7. the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 28 8. the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or 9. there are any other reasons deemed proper by the Contracting Agency. As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 29 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump p sum price is less than the minimum specified amount the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where appiicabie and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency -furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the insurance Commissioner, 30 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review Revise the last sentence to read: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, including APWA General Special Provisions, if they are included, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.11 Final Cleanup This section is supplemented with the following: The Contractor shall do partial cleanup when he determines it is necessary or when, in the opinion of the Engineer, partial cleanup shall be done for public safety. The cleanup work shall be done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is completed. 31 1-05 CONTROL OF WORK 1-05.1 Authority of the Engineer Supplement this section with the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval the Contractor's and methods of construction aNN, vva, of the means construction Ula1U1 I of his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1-05.4 Conformity With And Deviations From Plans And Stakes Section 1-05.4 is supplemented with the following: The Contractor shall be responsible for all surveying required by the plans & specifications or as directed by the City Engineer. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. 32 No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. (*****) 1-05.10 Guarantees Section 1-05.10 is supplemented with the following: If, within one year after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineers instructions, either correct such work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non -defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1- 05.7 of these Specifications. The Contractor agrees the above one-year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 33 The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are noressary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer in 4he listed def: i.... L... ..i.,..1 Engineer ivu--I tJ satisfied ll Ic listed deficiencies I IdVe IJGeI 11 l,Urrel.LCU. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 34 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Proiect Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06 Buy America Section 1-06 is supplemented with the following: (August 6, 2007) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. The Contractor may utilize minor amounts of foreign steel and iron in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy 35 America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. 1-06.2(1) Samples and Tests for Acceptance Section 1-06.2(1) is supplemented with the following: The Contractor shall be responsible for scheduling and paying for all material testing required for this project. All testing services shall be performed by an independent, certified testing firm and/or laboratory meeting the approval of the Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer for review and approval prior to the preconstruction conference. The testing frequencies listed below may be modified to assure compliance with specifications. In each case, the Engineer may require additional tests be performed at the Contractor's expense, if test results do not meet the required densities and results. 36 Moisture density curves for each type of material encountered and copies of all test results shall be submitted to the Engineer as construction progresses for Trench Backfilling, Embankment Compaction, Subgrade Preparation, and Ballast and Crushed Surfacing. The sampling frequency is as follows: Trench Backfilling Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of main pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot and 3 -foot depths below finish grade. Compaction shall conform to Section 7-08.3(3) or 7-09.3(11) as applicable to the pipeline being constructed. At a minimum, compaction within the roadway area shall be to at least 95% of maximum density as determined by ASTM D 1557 (Modified Proctor). Embankment Construction Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of roadway embankment. Roadway embankment compaction shall be as specified in Section 2-03.3(14). Subgrade Preparation Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway subgrade. Subgrade compaction shall be as specified in Section 2-06.3(2). Ballast and Crushed Surfacing Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. Compaction of ballast and crushed surfacing shall be as specified in Section 4-04.3(5). Asphalt Concrete Pavement Copies of the maximum Rice density test for each class of asphalt concrete pavement and copies of all test results shall be provided to the Engineer as construction progresses. Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of asphalt concrete pavement. Compaction of asphalt concrete pavement shall be as specified in Section 5-04.3(10) B of these Special Provisions. Cement Concrete Curb, Gutter and Sidewalk One test shall be taken for every 500 cubic yards of concrete placed for curb, gutter or sidewalk. The concrete shall be tested for temperature, air content, slump and compressive strength. 37 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible administration of of Washington agency forthe un the provisions the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor _1_11 Conti actor shall maintain at the project site office, or other weii known piece at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, ' ' � 1: T /'� 1 11 1 1 their lailul e, or ililpr oper l l lain ei !di hoe, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. (*****) 1-07.2 State Sales Tax Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (October 1, 2005 APWA GSP) 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State 38 Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. Rule 171 applies to this project. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.1 Laws To Be Observed 1-07.5 Environmental Regulations 1-07.5(1) General Section 1-07.5(1) is supplemented with the following: The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the federal, state and local pollution control regulations. 39 1-07.5(4) Air Quality Section 1-07.5(4) is supplemented with the following: The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574- 1410. 1-07.6 Permits And Licenses Section 1-07.6 is supplemented with the following: (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. 1-07.7 Load Limits Section 1-07.7 is supplemented with the following: (March 13; 1995) 1f the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1-07.15 Temporary Water Pollution/Erosion Control 1-07.15(1) Spill Prevention, Control and Countermeasures Plan Section 1-07.15(1) is supplemented with the following: (August 3, 2009) The Contractor shall address the following items in the SPCC Plan in addition to the requirements of Section 1-07.15(1): Mixing, Transfers, & Storage 1. All oil, fuel or chemical storage tanks or containers shall be diked and located on impervious surfaces so as to prevent spill from escaping. 2. All liquid products shall be stored and mixed on impervious surfaces in a secure water tight environment and provide containment to handle the maximum volume of liquid products on site at any given time. 3. Proper security shall be maintained to prevent vandalism. 4. Drip pans or other protective devices shall be required for all transfer operations. Spills Paint and solvent spills shall be treated as oil spills and shall be prevented from reaching storm drains or other discharges. No cleaning solvents or chemicals used for tool or equipment cleaning may be discharged to the ground or water. Maintenance of Equipment Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc, shall be checked regularly for drips or leaks and shall be maintained and stored properly to prevent spills into State waters. 40 Disposal Spilled waste, chemicals or petroleum products shall be transported off site for disposal at a facility approved by the Department of Ecology. The materials shall not be discharged to any sanitary sewer without approval of the local sewer authority. Reporting and Cleanup The Contractor's designated person for managing and implementing the SPCC Plan shall report hazardous material spills as follows: Spills into State water (including ponds, ditches, seasonally dry streams, and wetlands) — Immediately call all of the following: National Response Center WA State Div. of Emergency Management (24 hr) Ecology Central Regional Office 1-800-424-8802 1-800-258-5990 1-509-575-2490 Spill to Soil (Including encounters of pre-existing contamination): Ecology Central Regional Office 1-509-575-2490 Report immediately if threatening to health or environment (Le., explosive, flammable, toxic vapors, shallow groundwater, nearby creek), otherwise within 90 days Underground Storage Tank (confirmed release of material) Ecology Central Regional Office 1-509-575-2490 Report within 24 hours (April 2, 2007) 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Qwest 8 S 2nd Avenue, Room 304 Yakima, Washington 98902 509-575-7183 Charter Cable 1005 North 16th Avenue Yakima, Washington 98902 509-575-1697 City of Yakima Water 2301 Fruitvale Blvd. Yakima, Washington 98902 509-575-6154 City of Yakima Wastewater 2220 East Viola Yakima, Washington 98901 509-575-6077 Cascade Natural Gas 701 South 1st Avenue Yakima, WA 98902 509-457-5905 Pacific Power PO Box 1729 Yakima, Washington 98907 509-575-3146 41 The Contractor shall notify the Upper Yakima Utilities Coordinating Council Area 5, telephone number 1-800-553-4344, at least 72 hours prior to start of excavation so that underground utilities may be marked. 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (May 10, 2006 APWA GSP) 1_07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy iswritten claims form, i+ date, II JJ on a made 14s retroactive and that of all subsequent renewals, shall he no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance self-insurance nr insurance pool coverage. F. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 30 days prior written notice to the Contracting Agency of any cancellation in any insurance policy. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency 42 on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): ■ The City of Yakima, its employees, agents, and elected or appointed officials. The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverage's listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverage's and Limits The insurance shall provide the minimum coverage's and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. Personal/Advertising Injury Contractual Liability 43 Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 $2,000,000 $1,000,000 $1,000,000 Each Occurrence General Aggregate Products & Completed Operations Aggregate Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 $1,000,000 $1,000,000 Each Accident Disease - Policy Limit Disease - Each Employee 1-07.18(5)B Automobile Liability Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (April 2, 2007) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. 44 The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10* 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-07.28 Safety Standards (New Section) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 45 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work (May 25, 2006 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8 -hour period between 7:00 a.m. and 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the work; requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency employees who worked during such times, on non Federal aid projects; considering the work performed on Saturdays, Sundays, and holidays as working days with regards to the contract time; and considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. Revise this section to read: 1-08.4 Notice to Proceed and Prosecution of the Work (October 1, 2005 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by 4b the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. 1-08.5 Time For Completion (March 13, 1995) Section 1-08.5 is supplemented with the following: This project shall be physically completed within 45 working days. (June 28, 2007 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Property owner releases per Section 1-07.24 47 1-08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-09 MEASUREMENT AND PAYMENT 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSI) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9 Payments (October 10, 2008 APWA GSP) Revise the first paragraph to read: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. For items Bid as lump sum, with a bid price of more than or equal to $20,000, the Contractor shall submit a breakdown of their lump sum price in sufficient detail for the Project Engineer to determine the value of the Work performed on a 48 monthly basis. Lump sum breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction conference. Delete the third paragraph and replace it with the following: Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Engineer's determination of the amount of Work performed, with consideration given to, but not exclusively based on, the Contractor's lump sum breakdown for that item. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of work performed by a subcontractor are subject to the provisions of RCW 39.04.250. 49 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management 1-10.2(1) General (December 1, 2008) Section 1-10.2(1) is supplemented with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10A Measurement 1-10.4(1) Lump Sum Bid for Project (No Unit Items) Section 1-10.4(1) is supplemented with the following: (August 2, 2004) The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(1) sha11 apply. 50 DIVISION 2 EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description Section 2-02.1 is supplemented with the following: This work shall specifically include the removal of existing cement concrete pavement, asphalt pavement, sidewalks, utility structures, piping, and any other materials indentified to be removed on the plans within the construction limits shown on the plans, or any other items indentified to be removed by the Engineer. 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: (February 17, 1998) Removal of Obstructions This shall include the removal and disposal of all concrete both inside and as well as the existing inlets within the concrete slabs as shown on the plans. The depth of the existing concrete is not known. There is approximately 325 square yards of cement concrete to be removed. Item 1 of this section is revised to read: Haul all removed pieces to an off -project site to be obtained by the Contractor. Item 3 of this section is revised by adding the following to the end of the sentence: "or remove at the nearest joint as directed." 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.4 Measurement Section 2-03.4 is supplemented by replacing the 4th sentence in the first paragraph with the following: For roadway excavation, pay quantities will be computed to the neat line as shown on the plans, and shall include haul. 2-03.5 Payment Section 2-03.5 is supplemented with the following: "Roadway Excavation Incd. Haul", per cubic yard, shall be full compensation for all labor, equipment, tools, and materials necessary to excavate, shape, or otherwise dispose of the material, including existing pavement cut at the location shown on the plans or as staked in the field. 51 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements Subgrade For Surfacing Section 2-06.3(1) is supplemented with the following: (March 13, 1995) The subgrade shall be trimmed with an automatically controlled machine. 2-07 WATERING 2-07.3 Construction Requirements Section 2-n7.q IppIPManttnri with the follow ng: The Contractor shall secure permission from and comply with all requirements of the City of Yakima Water Division before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions. if a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, from the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use. Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 2-07.4 Measurement This section is revised to read: Water will be measured with the metered hydrant connection. 2-07.5 Payment This section is revised to read as follows: Water will be furnished by the water utility without charge, but the Contractor shall convey the water from the nearest convenient hydrant or other source at his expense. 52 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT 5-04.3 Construction Requirements 5-04.3(5)E Pavement Repair This section is supplemented with the following: In areas where the new asphalt is to be placed against existing asphalt, the asphalt shall be repaired as follows: Six inches of crushed surfacing base course shall be placed and compacted to within three inches of the finished grade. Then, the edges of the existing pavement shall be painted with a hot asphalt tack coat, and hot mix asphalt shall be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 5-04.3(7)A Mix Design (March 10, 2010 APWA GSP) Delete this section and replace it with the following; 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9- 03.8(2) and 9-03.8(6). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of DOT form 350-042 and the percent of asphalt binder is required. In no case shall the paving begin before the determination of anti -strip requirements has been made. Anti - strip requirements will be determined by: a. Testing by WSDOT in accordance with TM 718. b. Testing by Contractor in accordance with WSDOT TM 718. c. Historical aggregate source ant -strip use provided by WDOT. The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 2. Mix Design Verification. Verification shall be accomplished by one of the following processes: a. Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications. b. The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process. 53 c. Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. d. Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving. Mix design verification is valid for one year from the date of verification. At the discretion of the Engineer, agencies may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 3. Field Verification Testing Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. a. The Contracting agency will test one Production Sample in accordance with section 5-04.3(8)A for field verification per the requirements of Section 9-03.8(7). b. If the test results from the first Production Sample are within the tolerances of section 9-03.8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one. c. If the test results from the first Production Sample are outside the tolerances of section 9-03.8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5=04.5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1.00. 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP 728. 5-04.3(8)A1, General (March 10, 2010 APWA GSP) Delete these sections and replace them with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, preievei, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4, Definition of Sampling Lot and Sublot (March 10, 2010 APWA GSP) Delete this section and replace it with the following: 54 For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each job mix formula (JMF) placed. Only one lot per mix design will be expected to occur. The initial JMF is defined in Section 5-04.3(7)A Mix Design. The Contractor may request a change in the JMF in accordance with Section 9- 03.8(7). If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of tests on samples taken from that material and a new lot will begin. For proposal quantities less then 2500 tons sampling and testing for evaluation shall be performed as described in 5-04.3(7)A, item 3, Field Verification Testing Process. The verification sample referenced in item 3b may be used as an acceptance sample, additional testing will be at the discretion of the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. At least one acceptance sample is required when using this method of acceptance. For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5-04.3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed. The verification sample referenced in item 3b may be used as an acceptance sample for the first 2500 tons of mix placed. Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. 5-04.3(8)A5, Test Results (March 10, 2010 APWA GSP) Delete this section and replace it with the following: The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift. The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampling. Subiot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged. To challenge test results, the Contractor shall submit a written challenge within 7 -calendar days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge sample will be tested for a complete gradation analysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: Deviation U.S. No. 4 sieve and larger Percent passing ±4.0 U.S. No. 8 sieve Percent passing ±2.0 U.S. No. 200 sieve Percent passing ±0.4 Asphalt binder Percent binder content ±0.3 Va Percent Va ±0.7 If the results of the challenge sample testing are within the allowable deviation established above for each parameter, the acceptance sample test results will be used for acceptance of the HMA. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per challenge sample. If the results of the challenge sample testing are outside of any one parameter established above, the 55 challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility. 5-04.3(8)A7 Test Section — HMA Mixtures (March 10, 2010 APWA GSP) Delete this section. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture (March 10, 2010 APWA GSP) Delete the first paragraph and table and replaced them with the following: .y. Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1=06.2 uc iung the following price adjustment factors: rS: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1 1/2", 1", 3/4", W, 3/8" and No. 4 sieves 2 All aggregate passing No. 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 Delete items 1-3 in Paragraph two and replaced with the following: A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. 56 If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction (March 10, 2010 APWA GSP) Delete this section and replace it with the following: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. For use when HMA is being utilized on a project 9-03.8(7) HMA Tolerances and Adjustments (March 10, 2010 APWA GSP) Delete Item 1 and replace it with the following: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 5.05 CEMENT CONCRETE PAVEMENT 5-05.1 Description Section 5-05.1 is supplemented with the following: This work shall consist of installing 8 -inch concrete slab with dowel bars as detailed in the plans. 5-05.3(1) Concrete Mix Design For Paving Section 5-05.3(1) is supplemented with the following: The cement concrete pavement used in this project shall reach a compressive strength of 2500 psi within three days after placement. (August 5, 2002) 57 Nonstatistical Evaluation Commercial Evaluation Aggregate, percent passing 1", %",1/2", and 3/8" sieves ±6% ±8% U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 5.05 CEMENT CONCRETE PAVEMENT 5-05.1 Description Section 5-05.1 is supplemented with the following: This work shall consist of installing 8 -inch concrete slab with dowel bars as detailed in the plans. 5-05.3(1) Concrete Mix Design For Paving Section 5-05.3(1) is supplemented with the following: The cement concrete pavement used in this project shall reach a compressive strength of 2500 psi within three days after placement. (August 5, 2002) 57 3. Mix Design Modifications. The Contractor may initiate minor adjustments to the approved mix proportions. The combined aggregate gradation may be adjusted provided it remains with the specifications limits detailed above. The mix design will not be required to be resubmitted as long as the water cementitious ratio does not change. Only non -chloride accelerating admixtures that meet the requirements of Section 9-23.6 Admixture for Concrete shall be used. The Contractor shall notify the Engineer in writing of any proposed modification. A new mix design will designate a new lot. 5-05.3(3)C Finishing Equipment Delete this section in its entirety. 5-05.3(3)E Smoothness Testing Equipment Delete this section in its entirety. 5-05.3(3)F Paving Equipment (New Section) All paving equipment shall be inspected by the Engineer a minimum of 24 hours prior to its use. 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement Replace the entire section with the following: Acceptance of Portland Cement Concrete Pavement shall be based on the following: 1. Air content shall be 5.5%, +1- 1.5% 2. Slump shall be a maximum of 2 1/2 inches 3. The compressive strength of the pavement shall be 2500 psi or greater prior to opening the street to traffic. 4. The concrete producer shall provide a certificate of compliance for each truckload of concrete in accordance with Section 6-02.3(5)B. 5-05.3(11) Finishing The third paragraph is supplemented with the following: A light broom finish is also an acceptable finish for the final surface. 5-05.3(12) Surface Smoothness Delete the first 5 paragraphs in their entirety. Revise the 6th paragraph as follows: The finished pavement parallel to the centerline shall be uniform to a degree that no variations greater that 1/8 inch are present when tested with a 10 -foot straightedge. 58 5-05.4 Measurement This section is supplemented with the following: Cement concrete slab, 8 inch depth. With dowel bars will be measured by the cubic yard for the completed slab. 5-05.5 payment This section is supplemented with the following: "Cement concrete slab, 8 inch depth, with dowel bars", per cubic yard. The unit contract price per cubic yard for "Cement Concrete Slab, 8 inch Depth, with Dowel Bars" shall be full compensation for all costs incurred to carry out the requirements of section 5-05, including furnishing the concrete. 59 DIVISION 6 STRUCTURES 6-02 CONCRETE STRUCTURES 6-02.2 Materials Section 6-02.2 is supplemented with the following: (December 2, 2002) Epoxy Bonding Agent For Surfaces And For Steel Reinforcing Bar Dowels Epoxy bonding agent for surfaces shall be Type il, as specified in Section 9-26.1. Epoxy bonding agent for steel reinforcing bar dowels shall be either Type I or Type IV, as specified in Section 9-26.1. The grade and class of epoxy bonding agent shall be as recommenderi by the resin mangy Marti orer and approved by the Engineer. 6-02.3 Construction Requirements Section 6-02.3 is supplemented with the following: (June 26, 2000 Epoxy Crack Sealing The materials being used may be dermatetic. The Contractor's contact with and use of the materials shall conform to the requirements specified in the MSDS for each material, and all personnel shall be provided with appropriate clothing and protective garments. All materials shall be stored and protected from ignition sources as recommended by the material manufacturer. The cracks shall be cleaned of efflorescence, deteriorated concrete and other surface debris, by vacuuming, flushing, routing, sawing or other means as required. Entry ports shalt consist of tubes, tees or other valve devices as recommended by the resin manufacturer. The ports shall be placed at intervals along each crack in accordance with the manufacturer's written instructions for the resin being used. The holes for the entry ports shall be drilled with a hollow bit with an attached vacuum chuck to prevent concrete dust from becoming embedded in the crack. The exposed crack surfaces and the areas around the entry ports shall be sealed with epoxy sealing paste and cured in accordance with the resin manufacturer's written instructions, to attain a seal capable of withstanding the applied injection pressures. The Contractor shall furnish the services of a factory trained technical representative to perform the epoxy crack sealing injection. Injection shall be accomplished with a pressure or injection machine compatible with the resin selected for use and shall begin at the lowest port and continue until there is evidence of the resin at the entry port directly above and adjacent to the port being pumped. When material travel is indicated, the nozzle shall be moved to the port that shows resin. The previously pumped port shall be sealed. Injection shall continue until the crack is completely filled. On wide cracks where resin travel between ports will be rapid, two or more ports may be pumped simultaneously. On exceptionally large cracks, a formulation (dependent upon crack width, ambient temperature, modulus requirements and other variables) of epoxy resin and fine sands shall be used as approved by the Engineer. 60 After all ports have been pumped and the crack is full, the epoxy resin shall be cured without disturbance in accordance with the resin manufacturer's written instructions as necessary to ensure development of the full bond capacity of the material. After the epoxy has cured completely, the epoxy sealing paste and port stems shall be ground flush with the original surface of the concrete. Cores shall be taken after the repair is completed to confirm penetration and bonding. These cores shall be submitted to the Engineer for testing in the WSDOT Materials Laboratory. Reinforcement Placing and Fastening Section 6-02.3(24)C is supplemented with the following: (June 26, 2000) Drilling Holes for, and Setting, Steel Reinforcing Bar Dowels Where called for in the Plans, holes shall be drilled into existing concrete to the size and dimension shown in the Plans. The Contractor may use any method for drilling the holes provided the method selected does not damage the concrete and the steel reinforcing bar that is to remain. Core drilling will be required when specifically noted in the Plans. The Contractor shall exercise care in locating and drilling the holes to avoid damage to existing steel reinforcing bars and concrete. Location of the holes may be shifted slightly with the approval of the Engineer in order to avoid damaging the existing steel reinforcing bars. All damage caused by the Contractor's operations shall be repaired by the Contractor at no cost to the Contracting Agency and the repair shall be as approved by the Engineer. Steel reinforcing bars shall be set into the holes noted in the Plans with epoxy resin. The holes shall be blown clean with dry compressed air before placing the resin. The Contractor shall demonstrate, to the satisfaction of the Engineer, that the method used for setting the steel reinforcing bars completely fills the void between the steel reinforcing bar and the concrete with epoxy resin. Dams shall be placed at the front of the holes to confine the epoxy and shall not be removed until the epoxy has cured in the hole. 6-02.4 Measurement Section 6-02.4 is supplemented with the following: (June 26, 2000) Epoxy crack sealing will be measured by the linear foot along the sealed crack at the concrete surface. 6-02.5 Payment The fifth and sixth bid items under Section 6-02.5 are supplemented with the following: (June 26, 2000) All costs in connection with drilling holes in concrete and setting steel reinforcing bar dowels with epoxy resin as specified shall be included in the unit contract price per pound 61 for "St. Reinf. Bar " or "Epoxy-Coated St. Reinf. Bar " as applicable. !f the steel reinforcing bars are to be paid for other than by type of bar then the costs shall be included in the applicable adjacent item of work. DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS 7-04.1 Description Section 7-04.1 is supplemented with the following: This work includes purchasing and installing two separate stormwater treatment filtration systems and two stormwater retention and infiltration systems. 7-04.2 Materials Section 7-04.2 is supplemented with the following: Stormwater Treatment System No. 1: The stormwater treatment filtration system to be used on this project shall be shall be as listed below or approved equal: "Aqua -Swirl Concentrator Stormwater Treatment System Model AS -2 CFD" with Reinforced Concrete Pad for Traffic Loading, manufactured by AquaShield, Inc., 2733 Kanasita Drive, Suite B, Chattanooga, TN 37343. Their phone number is (423) 870- 8888. Stormwater Treatment System No. 2: The stormwater treatment filtration system to be used on this project shall be shall be as listed below or approved equal: "Aqua -Swirl Concentrator Stormwater Treatment System Model AF -4.2", manufactured by AquaShield, Inc., 2733 Kanasita Drive, Suite B, Chattanooga, TN 37343. Their phone number is (423) 870-8888. Retention and infiltration system shall be as listed below or approved equal: "StormChamber" units, manufactured by HydroLogic Solutions, Inc., P.O. Box 672, Occoquan, VA 22125. Their phone number is 1-877-426-9126. 7-04.3 Construction Requirements Section 7-04.3 is supplemented with the following: The stormwater treatment systems shall be installed per the manufacturer's specifications. The type of filtration media will not be accepted until approved by the City's Surface Water Engineer. The StormChamber units shall be installed per the manufacturer's specifications. 63 7-04.4 Measurement Section 7-04.4 is supplemented with the following: Stormwater Treatment System will be measured per each, for each unit installed. Retention and infiltration system will be measured per each, for each unit installed. 7-04.5 Payment Section 7-04.5 is supplemented with the following: "Stormwater Treatment System No. _", per each. The unit contract per each for "Stormwater Treatment System" shall be full payment for all labor, equipment and materials required for the complete installation of the stormwater treatment filtration system according to the manufacturer's specifications. All costs associated with structure excavation, shoring or extra excavation, saw cutting and removing asphalt concrete pavement, gravel backfill, backtilling, connecting the inflow and outflow pipes, installing the reinforced concrete pad for traffic loading and installing the cartridges and media shall ha includerd in the "nit contract price for each stormwater treatment system. ---------—••--•• +� .. ................ ... ...v u.... vv....uV• �IIVV IVI VabVll V6VIIIIMY U6V1 treatment J}I i7LG111. "Retention and Infiltration System", per each. The unit contract price per each for "Retention and Infiltration System" shall be full payment for all labor, equipment and materials required for the complete installation of the units according to the manufacturer's specifications. All costs associated with saw cutting and removing asphalt concrete pavement, structure excavation, shoring or extra excavation, backfilling, and connecting all inflow pipes and pipes between rows of units shall be included in the unit contract price per each for "Retention and Infiltration System". 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.1 Description Section 7-05.1 is supplemented with the following: This work consists of placing a precast concrete wash vault, a precast concrete oil/water separator, and a sampling manhole and connecting to structures of the types and sizes as designated in accordance with the plans and these specifications and in conformity with the lines and grades staked. Providing and constructing (2) Neenah Foundry or equivalent self forming trench pans with 8" side outlet and (2) R -4996-C covers. Providing and constructing heavy duty floor drain trench and (18) Neenah Foundry or equivalent, R -4990 -HX (type Q) frame & covers. 7-05.2 Materials Section 7-05.2 is supplemented with the following: 64 Materials shall meet the requirements of section 9-05.50(1), and AASHTO M199, fabricated as shown on the plans, and shall meet the tolerances and revisions listed below: Structure, frame & grate to have a minimum loading capacity of H-20 Wall to base joints shall be tongue and groove type sufficiently deep to prevent lateral displacement. 7-05.3 Construction Requirements Section 7-05.3 is supplemented with the following: If the material in the bottom of the excavation for precast concrete wash vault and precast concrete oil/water separator is unsuitable for supporting the vault, remove the unsuitable material as directed by Engineer and replace with compacted crushed surfacing base course. Set the vault to the grade and location shown on the plans. The vault shall be installed plumb and level to the finished grade of the concrete slab as shown on the plans. The precast concrete wash vault to have one removable baffle with appropriate lifting rings to allow for removal, and shall have removable cross supports that will allow for removal and complete access to cleaning by a backhoe. No supports will be permanently fixed in such a way as to restrict the full access to cleaning of the structure. Material and construction to be as approved by the engineer and set flush with the finished grade of the surrounding concrete slab. AH pipe entrances are to be grouted using non -gypsum based grout. 7-05.4 Measurement Section 7-05.4 is supplemented with the following: Self forming trench pans will be measured, per each. No unit of measurement shall apply to the lump sum price for heavy duty trench. Measurement for payment of ductile iron pipe for inlet trench(s) will be by the linear foot of pipe laid and tested and shall be measured along the pipe through fittings, and couplings and shall include all costs in connection with excavation and bedding of pipe. 7-05.5 Payment Section 7-05.5 is supplemented with the following: The unit contract price per each for "Precast Concrete Wash Vault" shall be full pay for all work required to furnish and install a precast concrete wash vault including all costs necessary for bedding, backfilling, furnishing and installing the baffle and baffle cover, supports, and custom H-20 frame & slotted grate. The unit contract price per each for "Precast Concrete Oil/Water Separator" shall be full pay for all work required to furnish and install a precast concrete oil/water separator including include all costs necessary for bedding, unsuitable material removal and replacement beyond neat line, backfilling, and furnishing and installing the adjustment rings and solid H- 20 frame & cover. The unit contract price per each for "Sampling Manhole" shall be full pay for all work required to furnish and install a sampling manhole including include all costs necessary for bedding, unsuitable material removal and replacement beyond neat line, backfilling, and furnishing and installing the adjustment rings and solid frame & cover. 65 The unit contract price per each for "Catch Basin Type 2 48 In. Diam. w/Solid Metal Cover" shall be full pay for all work required to furnish and install a Catch Basin Type 2 48 In. Diam. w/Solid Metal Cover include all costs necessary for furnishing and installing the solid metal cover and saw cutting and removing asphalt concrete pavement. The unit contract per each for "Self forming trench pans" shall be full payment for all labor, equipment and materials required for the complete installation of the trench pans according to the manufacturer's specifications. All costs associated with structure excavation, shoring or extra excavation, saw cutting and removing asphalt concrete pavement, gravel backfill, backfilling, connecting the outflow pins providing and installing covers (R -4996-C) and 8" side outlet pipe, shall be included in the unit contract price for each. The lump sum contract price for "Heavy duty trench" shall be full payment for all labor, equipment and materials required for the complete construction of the trench, including concrete, rebar, frame & covers, according to the manufacturer's specifications. All costs aaavk.iated with structure excavation, shoring or extra excavation, saw cutting and removing asphalt concrete pavement, gravel backfill, backfilling, connecting the inflow and outflow pipe, providing and installing (18) metal covers R -4990 -HX (type Q)_ shall he included in the lump sum contract price. The unit contract price per linear foot for "ductile iron pipe for inlet trench, 8 in. Diam.", shall be full pay for all work to complete the installation of the pipe including but not limited to trench excavation, bedding, !ay ing and jointing pipe and fittings, backfilling, testing, flushing, and cleanup. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 Materials Add the following: Crushed Surfacing Top Course (for Trench Backfill) 9-03.9(3) Controlled Density Fill 2-09.3(1)E. 7-08.3(1)A Trenches Supplement paragraph 7 with the following: To further assist in locating water valves, fire hydrants and water meters in an emergency, and to protect the existing water mains during construction, the Contractor shall provide highly visible offset markings for all existing water valves, fire hydrants and water meters before beginning construction. Fire Hydrants shall not be blocked at any time. The Contractor shall avoid locating trench excavated material, or construction materials, such as pipe and gravel etc, and equipment over any of the water valves and water meters during construction. 66 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3 Construction Requirements 8-01.3(1) General (January 25, 2010) Erodible Soil Eastern Washington The tenth paragraph of Section 8-01.3(1) is revised to read: Erodible soil not being worked whether at final grade or not, shall be covered within the following time period using an approved soil cover practice: July 1 through September 30 30 days October 1 through June 30 15 days 8-30 REPAIR OR REPLACEMENT (New Section) 8-30.1 Description The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf or other miscellaneous items within or adjacent to the project area. This includes complete replacement of items that are beyond repair as determined by the Engineer. 8-30.5 Payment Payment will be made for the following bid items: "Repair or Replacement", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. 67 DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.8 Aggregates for Hot Mix Asphalt Test Methods for Aggregates Section 9-03.20 is supplemented with the following new subsection: (January 4, 2010) Statistical Aggregate Specification Basis of Acceptance The nnnnr�+.�.-..... of t.. t 1 •u be V.. statistical calculation acceptance aggregate materials will by statistical calculation or by single test evaluation as defined in these provisions. The Contractor shall supply the Project Engineer with tickets with each load as required in Section 1-092(1). Lots and Sublots For the purpose of statistical acceptance sampling and testing, a lot is defined as 15 subiots; the final lot may be increased to 25 sublots. All the test results obtained for a material type, i.e., crushed surfacing base course, or gravel borrow, shall be evaluated collectively and shall constitute a lot. For crushed screenings that is used for Bituminous Surface Treatment, each aggregate source shall be evaluated separately and each lot shall be a maximum of 15 sublots. The final lot may be increased to 25 sublots. Subiot sampling and testing for statistical acceptance shall be performed on a random basis at the frequency of one sample per subiot. Based on plan quantities, the sublot size will be determined to the nearest 100 tons (50 cy) to provide not Tess than three uniform sized sublots. The maximum subiot size will be as defined in Table 1. Point of Acceptance The point of acceptance shall be as designated by the Project Engineer. All the test results obtained from the acceptance samples for each individual item will be collectively evaluated to determine a composite pay factor. Multiple sources shall not be placed within the same limits of each separate spreading operation or in such a way that the intermingling of different sources occurs. Each individual compaction lift may be of a different source. The acceptance of aggregate materials from each source shall be determined as follows: 1. The Project Engineer, their designated representative, or the Contractor if directed shall sample the aggregate material in accordance with WSDOT FOP for AASHTO T 2 and 1-05.6. The sample size shall be equal to the minimum requirements of WSDOT FOP for AASHTO T-2. For plan quantities equal to twice the maximum subiot size listed in Table 1 or less, the sample size shall be equal to 1.5 times the minimum requirements of WSDOT FOP for AASHTO T-2 and 1-05.6. 2. If sampled by the Contractor, the Contractor shall deliver the sample to the Project Engineer's representative for acceptance testing of the material. Testing For plan quantities more than twice the maximum subiot size as shown in Table 1, the acceptance testing will be on each of the sublots of material. This test data will be used to determine the Composite Pay Factor (CPF) in accordance with Section 1- 06.2(2)D and Table 2. 68 For plan quantities equal to or less than twice the maximum sublot size, the acceptance sample will split into three individual test samples. One of the three test samples will be tested in all aspects of the contract requirements. If all the results of this test are within the specification limits, the material is accepted for use and no further testing is required. Material accepted will be compensated at the unit bid price or as designated in the Contract Provisions. If any of the test results are outside the specification limits, test both of the remaining test samples for all aspects of the contract requirements. Using the test results from all three test samples; determine the Composite Pay Factor (CPF) in accordance with Section 1-06.2(2)D and Table 2. The maximum CPF will be 1.00 when the plan quantities are equal to or less than twice the maximum sublot size. Test Results The results of all acceptance testing performed in the field and the Composite Pay Factor (CPF) of the lot after three sublots have been tested will be available to the Contractor through WSDOT's website. Acceptance The material will be determined to be acceptable if the CPF is 1.00 or greater. Accepted material will be compensated at the unit bid price or as designated in the Contract Provisions. If the CPF is below 1.00 but is equal to or above 0.75, calculate the item adjustment factor in accordance with Section 1-06.2(2)D. The aggregate compliance price adjustment for acceptance of the material will be equal to the unit bid price multiplied by the item adjustment factor multiplied by the quantity of the material. For aggregate materials lacking a separate unit bid price, the unit bid prices shall be taken as the value listed in Table 1 for "Contingent Unit Price". An entire lot with a CPF of less than 0.75 will be rejected. Rejected Material 1 Rejection by the Contractor: As provided in paragraph 1 of Section 1-06.2(2) C, the Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. Any such new material will be sampled, tested, and evaluated for acceptance. 2. Rejection Without Testing: The Project Engineer may, without sampling, reject any load or stockpile that appears defective prior to placement. Material rejected before placement shall not be incorporated into the work. No payment will be made for the rejected materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, it shall be designated as a separate lot. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material. In addition, the cost of sampling and testing will be deducted from any monies due or that may become due the Contractor under the contract at the rate of $600 per separate lot. If the CPF is 0.75 or greater, the cost of sampling and testing will be borne by the Contracting Agency and the material will be compensated at the new CPF. 3. A different lot: In addition to the preceding random acceptance sampling and testing, the Project Engineer may also isolate from a normal sublot any material that is suspected of being defective. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be evaluated for price adjustment as a separate lot. When the isolated material overlaps the division between material sublots, the resulting two adjoining partial sublots will be combined into a single lot with a minimum of six random samples. 69 4. A lot in progress: The Contractor shall shut down operations and shall not resume placement of the aggregate until such time as the Project Engineer is satisfied that specification material can be produced whenever: a. The Composite Pay Factor (CPF), for a lot in progress, is Tess than 1.00 and no effort is being made toward correction. b. The individual item factor (PF;), for any component of the lot in progress, is less than 0.95 and no effort is being made toward correction. c. The CPF is less than 0.75. 5. An entire lot: An entire lot with a CPF of less than 0.75 will be rejected. The Project Engineer will take one or more of the actions listed in 1-06.2(2)B. The designated percentage reduction as defined in Section 1-06.2(2) B under Financial Incentive Paragraph 1, Item 3, shall be 25 percent. In addition, material that has bean tested and rejectard before the material placed will the cost e..-.. ........ ... ...... ........ �. and ...�........... ....... .. the is pieced will have cost of sampling and testing deducted from any monies due or that may become due the Contractor under the contract at the rate of $600 per separate lot. Price Adjustments for Quality of Aggregate Statistical analysis of the quality of aggregate material will be based on the specifications in Section 9-03 or as modified elsewhere in these Provisions and will be determined based on Section 1-06,2. Applicable price adjustment factors are listed in Table 2. If a component is not measured in accordance with these Provisions, its individual pay factor will be considered 1.00 in calculating the composite pay factor. The maximum attainable CPF shall be as listed in Table 1. For each lot of aggregate material the aggregate compliance price adjustment will be calculated as the product of the item adjustment factor in accordance with Section 1-06.2(2)D, the quantity of aggregate in the lot, and the unit bid price. For aggregate materials lacking a separate unit bid price, the unit bid prices shall be taken as the value listed in Table 1 for "Contingent Unit Price." Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Aggregate Compliance Price Adjustment" by calculation. "Aggregate Compliance Price Adjustment" will be calculated and paid for as described under Price Adjustments for Quality of Aggregate. TABLE 1 AGGREGATE ACCEPTANCE PARAMETERS Standard Specifications Item Maximum Sub Lot size (tons) Maximum Sub Lot size (cy) *Maximum CPF Contingent Unit Price per ton Contingent Unit Price per cy 9-03.1 Concrete Aggregate - 1000* 1.00 - $30.00 9-03.4(2) Crushed Screening 1000 500 1.05 $20.00 $40.00 9-03.8 HMA Aggregate 1600 - 1.00 $20.00 - 9-03.9(1) Ballast 2000 1000 1.05 $20.00 $40.00 9-03.9(2) Permeable Ballast 2000 1000 1.05 $25.00 $50.00 9-03.9(3) Crushed Surfacing 2000 1000 1.05 $20.00 $40.00 9-03.9(4) Maintenance Rock 2000 1000 1.00 $20.00 $40.00 9-03.10 Gravel Base 4000 2000 1.00 $15.00 $30.00 9-03.12(1)A Gravel Backfill for Foundations Class A 1000 500 1.00 $30.00 $60.00 9-03.12(1)B Gravel Backfill for Foundations Class B 1000 500 1.00 $30.00 $60.00 9-03.12(2) Gravel Backfill for Walls 1000 500 1.00 $30.00 $60.00 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 1000 500 1.00 $30.00 $60.00 9-03.12(4) Gravel Backfill for Drains 100 50 1.00 $30.00 $60.00 9-03.12(5) Gravel Backfill for Drywelis 100 50 1.00 $30.00 $60.00 9-03.13 Backfill for Sand Drains 2000 1000 1.00 $30.00 $60.00 9-03.13(1) Sand Drainage Blanket 2000 1000 1.00 $30.00 $60.00 9-03.14(1) Gravel Borrow 4000 2000 1.00 $15.00 $30.00 9-03.14(2) Select Borrow 1000 2000 1.00 $15.00 $30.00 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall 1000 500 1.00 $30.00 $60.00 9-03.17 Foundation Material, Class A&B 1000 500 1.00 $25.00 $50.00 9-03.18 Foundation Material Class C 1000 500 1.00 $25.00 $50.00 9-03.19 Bank Run Gravel for Trench Backfill 4000 2000 1.00 $30.00 $60.00 *Based on 1000 CY of Concrete 71 TABLE 2 PRICE ADJUSTMENT FACTORS Standard Specifications a)in= Maximum Size Sieve: 100% pass (Note 1) Nominal Maximum Size Sieve: 100% pass (Note 2) Other Specifications Sieves #4 and Larger Specification Sieves: #8 to #100 e e o 0 N 4t Sand Equivalent Fracture (Note 3) Dust Ratio 9-03.1 Concrete Aggregate 2 2 2 10 20 - - - 9-03.4(2) Crushed Screening 2 2 5 5 20 - 15 - 9-03.8 HMA Aggregate - - - - - 15 5 - 9-03.9(1) Ballast 2 2 5 5 1n 15 - 15 9-03.9(2) Permeable Ballast 2 2 5 5 - - 15 - 9-03.9(3) Crushed Surfacing 2 2 5 5 10 15 15 - 9-n3 9(4) Maintenance Rock 2 2 5 5 10 15 15 - 9-03.10 Gravel Base - 2 5 - 6 10 - 10 9-03.12(1)A Gravel Backfill for Foundations Class A 2 2 5 5 6 10 15 10 9-03.12(1)B Gravel Backfill for Foundations Class B - 2 5 6 10 - 10 9-03.12(2) Gravel Backfill for Walls 2 2 5 - 6 10 - 10 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 2 2 5 5 6 10 - - 9-03.12(4) Gravel Backfill for Drains 2 2 5 - 6 - - - 9-03.12(5) Gravel Backfill for Drywells 2 2 5 - 6 - - - 9-03.13 Backfill for Sand Drains - 2 5 3 10 - - - 9-03.13(1) Sand Drainage Blanket - 2 5 3 10 - - - 9-03.14(1) Gravel Borrow 2 2 5 5 5 10 - - 9-03.14(2) Select Borrow 2 2 5 5 6 10 - - 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall 2 2 5 5 5 10 - - 9-03.17 Foundation Material, Class A&B - 2 3 - - - - - 9-03.18 Foundation Material Class C 2 - 3 - - - - - 9-03.19 Bank Run Gravel for Trench Backfill 2 2 5 - 6 10 - 10 Note 1: Note 2: Note 3: 100% passing size shall be analyzed with a LSL of 99% Nominal maximum size sieve is the largest sieve in the applicable specifications upon which any material is permitted to be retained. Price adjustment factor applies where criteria is contained in the material specification. 72 9-03.12 GRAVEL BACKFILL Materials Section 9-03.12(5) is supplemented with the following: 34" — 2" Crushed Washed Stone shall conform to the following gradings: Sieve Size Percent Passing 2" square 100 1" square 50-100 3/4" square 0-20 U.S. No. 200 0-1.5 Measurement Section 9-03.12(5) is supplemented with the following: 3/4" — 2" crushed washed stone will be measured by the cubic yard. Payment Section 9-03.12(5) is supplemented with the following: Payment will be made in accordance with Section 1-04.1, for the following bid item included in the Proposal: "34" — 2" Crushed Washed Stone", per cubic yard. STANDARD PLANS December 7, 2009 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 09-013, effective December 7, 2009 is made a part of this contract. The Standard Plans are revised as follows: All Standard Plans All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot Mix Asphalt". All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA". B-10.20 and B10.40 Substitute "step" in lieu of "handhold" on plan C-3, C -3B, C -3C Note 1 is revised as follows: replace reference F -2b with F-10.42 C-4 Deleted C-10 (sheet 2 of 2) COVER PLATE DETAIL, dimension of the 1" dia. holes, changes from 8" to 3" F-10.20 GENERAL NOTE Revise as follows: 73 Replace reference to F-3 with F-30.10 F-40.12 through F-40.18 The following note is added to these five plans: Note 7. To the maximum extent feasible, the ramp cross slope shall not exceed 2%. G-24.40 Existing callout - CORNER BOLT (TYP.) New callout - CORNER BOLT OR SHOULDER BOLT (TYP.) J-5 Deleted J -7a Deleted J-40.10, Section A replace 3" MIN. with 3" MAX. J-40.30 Diamond Note 2: Was = Copper Split Bolt Clamp Is = Copper Solder Less Crimp Connector K-80.30 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K-80.35 L-20.10, Sheet 1 Delete all references to tension cable and substitute tension wire. Add knuckled selvage is required on the top edge of the fence fabric. L-20.10, Sheet 2 Delete all references to tension cable and substitute tension wire. All rope thimbles, wire rope clips and seizing are not required. L-30.10, Sheet 1 Delete all references to tension cable and substitute tension wire. L-30.10, Sheet 2 Delete all references to tension cable and substitute tension wire. All rope thimbles, wire rope clips and seizing are not required. M-1.60 COLLECTOR DISTRIBUTOR ROAD OFF- CONNECTION, taper dimensions of 225' MIN. is changed to 300' MIN. The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00 8/07/07 A-10.20-00 10/05/07 A-10.30-00 10/05/07 A-30.35-00 10/12/07 A-40.00-00 8/11/09 A-40.10-01 8/11/09 74 A-50.20-01 9/22/09 A-50.30-00.....11 /17/08 A-50.40-00.....11 /17/08 A-20.10-00 8/31/07 A-30.10-00 11/08/07 A-30.15-00 11/08/07 A-30.30-00 11/08/07 B-5.20-00 6/01/06 B-5.40-00 6/01/06 B-5.60-00 6/01/06 B-10.20-00 6/01/06 B-10.40-00 6/01/06 B-10.60-00 6/08/06 B-15.20-00 6/01/06 B-15.40-00 6/01/06 B-15.60-00 6/01/06 B-20.20-01 11/21/06 B-20.40-02 6/10/08 B-20.60-02 6/10/08 B-25.20-00 6/08/06 B-25.60-00 6/01/06 B-30.10-00 6/08/06 B-30.20-01 11/21/06 B-30.30-00 6/01/06 B-30.40-00 6/01/06 C-1 2/10/09 C -la 10/14/09 C -lb 10/31/03 C -lc 5/30/97 C -1d 10/31/03 C-2 1/06/00 C -2a 6/21/06 C -2b 6/21/06 C -2c 6/21/06 C -2d 6/21/06 C -2e 6/21/06 C -2f 3/14/97 C -2g 7/27/01 C -2h 3/28/97 C -2i 3/28/97 C -2j 6/12/98 C -2k 7/27/01 C -2n 7/27/01 C -2o 7/13/01 C -2p 10/31/03 C-3 10/04/05 C -3a 10/04/05 C -3b 10/04/05 C -3c 6/21/06 C -4b 6/08/06 C -4b 6/08/06 D-2.02-00 11/10/05 D-2.04-00 11/10/05 D-2.06-01 1/06/09 D-2.08-00 11/10/05 A-40.15-00 8/11/09 A-40.20-00 9/20/07 A-40.50-00 11/08/07 A-50.10-00 11/17/08 B-30.50-00 6/01/06 B-30.70-01 8/31/07 B-30.80-00 6/08/06 B-30.90-01 9/20/07 B-35.20-00 6/08/06 B-35.40-00 6/08/06 B-40.20-00 6/01/06 B-40.40-00 6/01/06 B-45.20-00 6/01/06 B-45.40-006/01 /06 B-50.20-00 6/01/06 B-55.20-00 6/01/06 B-60.20-00 6/08/06 B-60.40-00 6/01/06 B-65.20-00 6/01/06 B-65.40-00 6/01/06 B-70.20-00 6/01/06 B-70.60-00 6/01/06 C -4e 2/20/03 C -4f 6/30/04 C-5 10/14/09 C-6 5/30/97 C -6a 10/14/09 C -6c 1/06/00 C -6d 5/30/97 C -6f 7/25/97 C-7 10/31/03 C -7a 10/31/03 C-8 2/10/09 C -8a 7/25/97 C -8b 2/10/09 C -8e 2/21/07 C -8f 6/30/04 C-10 7/31/98 C-13 7/3/08 C -13a 7/3/08 C -13b 7/3/08 C -13c 7/3/08 C -14a 7/3/08 C -14b 7/26/02 C -14c 7/3/08 C -14d 7/3/08 C -14e 7/3/08 C -14h 2/10/09 D-2.44-00 11/10/05 D-2.46-00 11/10/05 D-2.48-00 11/10/05 D-2.60-00 11/10/05 75 A-60.10-01 10/14/09 A-60.20-01 8/11/09 A-60.30-00 11/08/07 A-60.40-00 8/31/07 B-75.20-01 6/10/08 B-75.50-01 6/10/08 B-75.60-00 6/08/06 B-80.20-00 6/08/06 B-80.40-00 6/01/06 B-82.20-00 6/01/06 B-85.10-01 6/10/08 B-85.20-00 6/01/06 B-85.30-00 6/01/06 B-85.40-00 6/08/06 B-85.50-01 6/10/08 B-90.10-00 6/08/06 B-90.20-00 6/08/06 B-90.30-00 6/08/06 B-90.40-00 6/08/06 B-90.50-00 6/08/06 B-95.20-01 2/03/09 B-95.40-00 6/08/06 C -14i 2/10/09 C -14j 12/02/03 C -14k 2/10/09 C -15a 7/3/08 C -15b 7/3/08 C -16a 11/08/05 C -16b 11/08/05 C -20A 4-01 10/14/09 C-20.15-00 10/14/09 C-20.18-00 10/14/09 C-20.19-00 10/14/09 C-20.40-01 10/14/09 C-20.42-01 10/14/09 C-22.14-00 2/03/09 C-22.16-00 2/03/09 C-22.40-01 10/05/07 C-23.60-01 10/14/09 C-25.18-01 9/20/07 C-25.20-04 10/14/09 C-25.22-03 10/14/09 C-25.26-01 10/14/09 C-25.80-01 7/3/08 C-28.40-00 2/06/07 C-40.14-00 2/03/09 C-40.16-00 2/03/09 C-40.18-01 10/14/09 C-90.10-00 7/3/08 D -3b 6/30/04 D -3c 6/30/04 D-4 12/11/98 D-6 6/19/98 D-2.10-00 11/10/05 D-2,62-00........11 /10/05 D-10.10-01 12/02/08 D-2.12-00 11/10/05 D-2.64-01 1/06/09 D-10.15-01 12/02/08 D-2.14-00 11/10/05 D-2.66-00 11/10/05 D-10.20-00.........7/8/08 D-2.16-00 11/10/05 D-2.68-00 11/10/05 D-10.25-00 7/8/08 D-2.18-00 11/10/05 D-2.78-00 11/10/05 D-10.30-00 7/8/08 D-2.20-00 11/10/05 D-2.80-00 11/10/05 D-10.35-00 7/8/08 D-2.30-00 11/10/05 D-2.82-00 11/10/05 D-10.40-01 12/02/08 D-2.32-00 11/10/05 D-2.84-00 11/10/05 D-10.45-01 12/02/08 D-2.34-01 1/06/09 D-2.86-00 11/10/05 D-15.10-01 12/02/08 D-2.36-02 1/06/09 D-2.88-00 11/10/05 D-15.20-01 1/06/09 D-2.38-00 11/10/05 D-2.92-00 11/10/05 D-15.30-01 12/02/08 D-2.40-00 11/10/05 D-3 7/13/05 D-2.42-00 11/10/05 D3a 12/02/08 E-1 2/21/07 E-4 8/27/03 E-2 5/29/98 E -4a 8/27/03 F-10.12-00 12/20/06 F-30.10-00........1/23/07 F-40.18-00 2/07/07 F-10.16-00 12/20/06 F-40.10-01 10/05/07 F-40.20-00 10/05/07 F-10.40-01 7/3/08 F-40.12-00 2/07/07 F-42.10-00 10/05/07 F-10.42-00 1/23/07 F-40.14-00 2/07/07 F-80.10-00 1/23/07 F-10.62-01 9/05/07 F-40.15-00 2/07/07 F-10.64-02 7/3/08 F-40.16-00 2/07/07 0-10.10-00 9/20/07 G-24.60-00 11/08/07 0-70.20-00 10/5/07 0-20.10-00 9/20/07 G-25.10-01......1/06/09 G-70.30-00 10/5/07 G-22.10-01 7/3/08 G-30.10-00 11/08/07 0-90.10-00 1/06/09 G-24.10-00 11/08/07 G-50.10-00 11/08/07 0-90.20-00.....1/06/09 0-24.20-00 11/08/07 G-60.10-00 8/31/07 0-90.30-00 1/06/09 G-24.30-00 11/08/07 0-60.20-00 8/31/07 0-90.40-01 10/14/09 G-24.40-01 12/02/08 G-60.30-00 8/31/07 G-95.10-00 11/08/07 G-24.50-00 11/08/07 G-70.10-00 10/5/07 G-95.20-01 7/10/08 G-95.30-01 7/10/08 H-10.10-00 7/3/08 H-32.10-00 9/20/07 H-70.10-00 9/05/07 H-10.15-00 7/3/08 H-60.10-01 7/3/08 H-70.20-00 9/05/07 H-30.10-00 10/12/07 H-60.20-01 7/3/08 H-70.30-01 11/17/08 1-10.10-01 8/11/09 1-30.40-00 10/12/07 1-50.20-00 8/31/07 1-30.10-01 8/11/09 1-30.50-00 11/14/07 1-60.10-00 8/31/07 1-30.15-00 8/11/09 1-40.10-00 9/20/07 1-60.20-00 8/31/07 1-30.20-00 9/20/07 1-40.20-00 9/20/07 1-80.10-01 8/11/09 1-30.30-00 9/20/07 1-50.10-00 9/20/07 J-1 f 6/23/00 J -16c 2/10/09 J-28.24-00 8/07/07 J-3 8/01/97 J-18 2/10/09 J-28.26-01 12/02/08 J -3b 3/04/05 J-19 2/10/09 J-28.30-01 10/14/09 J -3c 6/24/02 J-20 9/02/05 J-28.40-01 10/14/09 J -3d 11/05/03 J-20.10-00 10/14/09 J-28.42-00 8/07/07 J -6c 4/24/98 J-20.15-00 10/14/09 J-28.45-00 8/07/07 J -7c 6/19/98 J-20.16-00 10/14/09 J-28.50-00 8/07/07 J -7d 4/24/98 J-20.20-00 10/14/09 J-28.60-00 8/07/07 J -8a 5/20/04 J-20.26-00 10/14/09 J-28.70-00 11/08/07 J -8b 5/20/04 J-21.10-00 10/14/09 J-40.10-01 10/14/09 J -8c 5/20/04 J-21.15-00 10/14/09 J-40.30-00 1/06/09 J -8d 5/20/04 J-21.16-00 10/14/09 J-75.10-00 2/10/09 76 J -9a 4/24/98 J-21.17-00 10/14/09 J-75.20-00 2/10/09 J-10 7/18/97 J-21.20-00 10/14/09 J-75.30-00 2/10/09 J-11 b 9/02/05 J-22.15-00 10/14/09 J-75.40-00 10/14/09 J-12 2/10/09 J-22.16-00 10/14/09 J-75.45-00 10/14/09 J -16a 3/04/05 J-28.10-00 8/07/07 J-90.10-00 2/10/09 J -16b 2/10/09 J-28.22-00 8/07/07 J-90.20-00 2/10/09 K-10.20-01 10/12/07 K-26.40-01 10/12/07 K-40.60-00 2/15/07 K-10.40-00 2/15/07 K-30.20-00 2/15/07 K-40.80-00 2/15/07 K-20.20-01 10/12/07 K-30.40-01 10/12/07 K-55.20-00 2/15/07 K-20.40-00 2/15/07 K-32.20-00 2/15/07 K-60.20-02 7/3/08 K-20.60-00 2/15/07 K-32.40-00 2/15/07 K-60.40-00 2/15/07 K-22.20-01 10/12/07 K-32.60-00 2/15/07 K-70.20-00 2/15/07 K-24.20-00 2/15/07 K-32.80-00 2/15/07 K-80.10-00 2/21/07 K-24.40-01 10/12/07 K-34.20-00 2/15/07 K-80.20-00 12/20/06 K-24.60-00 2/15/07 K-36.20-00 2/15/07 K-80.30-00 2/21/07 K-24.80-01 10/12/07 K-40.20-00 2/15/07 K-80.35-00 2/21/07 K-26.20-00 2/15/07 K-40.40-00 2/15/07 K-80.37-00 2/21/07 L-10.10-00 2/21/07 L-40.10-00 2/21/07 L-70.10-01 5/21/08 L-20.10-00 2/07/07 L-40.15-00 2/21/07 L-70.20-01 5/21/08 L-30.10-00 2/07/07 L-40.20-00 2/21/07 M-1.20-01 1/30/07 M-7.50-01 1/30/07 M-24.60-02 2/06/07 M-1.40-01 1/30/07 M-9.50-01 1/30/07 M-40.10-00 9/20/07 M-1.60-01 1/30/07 M-9.60-00 2/10/09 M-40.20-00...10/12/07 M-1.80-02 8/31/07 M-11.10-01 1/30/07 M-40.30-00 9/20/07 M-2.20-01 1/30/07 M-15.10-01 2/06/07 M-40.40-00 9/20/07 M-2.40-01 1/30/07 M-17.10-02 7/3/08 M-40.50-00 9/20/07 M-2.60-01 1/30/07 M-20.10-01 1/30/07 M-40.60-00 9/20/07 M-3.10-02 2/10/09 M-20.20-01 1/30/07 M-60.10-00 9/05/07 M-3.20-01 1/30/07 M-20.30-02 10/14/09 M-60.20-01 2/03/09 M-3.30-02 2/10/09 M-20.40-01 1/30/07 M-65.10-01 5/21/08 M-3.40-02 2/10/09 M-20.50-01 1/30/07 M-80.10-00 6/10/08 M-3.50-01 1/30/07 M-24.20-01 5/31/06 M-80.20-00 6/10/08 M-5.10-01 1/30/07 M-24.40-01 5/31/06 M-80.30-00 6/10/08 77 78 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this day of , 2010, by and between the City of Yakima, hereinafter called the Owner, and Tri-Vallev Construction, Inc. a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $284,705.40, for 2010 Mass Transit Facility Improvements, City No. 2184, all in accordance with, and as described in the attached plans and specifications and the 2010 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Forty-five (45) working days. If work has not commenced within the ten (10) days after the notice to proceed, the first chargeable working day shall be the eleventh (11th) working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment; work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from The Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA this 1 day of o ' 2010. CONTRACTOR Tri—Vail- Coristructi9n / ,a WA Corporation Contractor) By: 70 Ye-- V/ 4/ \ Jo ee Huylar (Print Name) Its: V.P. (President, Owner, etc.) Address: 1008 N . lst Street 79 Yakima, WA. 98901 Rn HOME OFFICE 2100 FLEUR DRIVE DES MOINES, IOWA 50321-1158 (515) 243-8171 FAX (515) 243-0344 MERCHANT S' BONDING COMPANY ENDORSEMENT AUSTIN OFFICE P. O. BOX 26720 AUSTIN, TEXAS 78755 (512) 343-9033 FAX (512) 343-8363 It is hereby understood and agreed that Bond No.: WAC48802 Principal: Tri Valley Construction, Inc Obligee: Walsh Construction Co. in the MERCHANTS BONDING COMPANY (Mutual), is changing this bond effective 09i22i2010 FROM: $308,051.30 TO: $284,705.40 All terms and conditions of said bond, except as above changed, to remain the same. Signed, sealed and dated this 23 day of SUP 0018 (1/09) September MERCH TS BONDING COMPANY (Mutual) By: Ginger R. Ca c son Attorney -I n -Fact 2010 MERCHANTS BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made. constituted and appointed, and does by these presents make, constitute and appoint Keith Degginger, Kenneth L. McIntosh, Rachelle Schlenker, Susan Chrysler, Ginger R. Carlson, Karla Jagla-Reitz, Leonard Wallick of Mukilteo and State of Washington is true and lawful Attorney -in -Fact, with full power and authority hereby conferred In its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, undertakings, recognlzances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: TWO MILLION ($2,000,000.00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as'rf such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of said Attomey-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attomey is made and executed pursuant to and by authority of the following Amended Substituted and Restated By - Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002. ARTICLE II, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attomey or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed, thts25th day of May , 2010. **.i?,;.; o,'.• • 'Zr .0,9. a. 1933 • c • By • 41 STATE OF IOWA •••..;• ;•` MERCHANTS BONDING COMPANY (MUTUAL) COUNTY OF POLK ss, 7 President On this 25th day of May , 2010 , before me appeared Larry Taylor, to me personally known, who being by me duly swom did say that he Is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed In behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. ie CINDY SMYTH Commission Number173504 a My Commission moires March 16, 2012 STATE OF IOWA COUNTY OF POLK ss. Notary Public, Polk County, lows i, Wiliam Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this day of POA 0001 (1/09) Secretary PERFORMANCE BOND WAC48802 BOND TO CITY OF YAKIMA KNOW AU. MEN BY THESE PRESENTS: That we, the undersigned, Tri -Valley Construction, Inc. a Washington Corporation as Principal and Merchants Rqn ino Company (Mutant) a corporation organized and existing under the taws of the State of Washington as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with munlcipai corporations, as surety, are jointly and severally held and runty bound to the CiTY OF YAKIMA in the penal sum of $ 308.051.30 for the payment of which sum on demand we bind ourselves and our successors. heirs. administrators or personal representatives, as the case may be. This obligation is entered ink) In pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington. Utis 20th day of September , Y0 in Never -the -less, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on , 20_, the City Manager and qty Clerk of the CITY OF YAKIMA has lel or is about to let to the said Tri Valley Construction. Inc the above bounded Prind„pal, a certaincontract, the said contract being numbered - . and providing for 2010 Mass Transit Facility Improvements odtich contractis referred to herds and is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the waft therein provided for in the manner and within the time set forth: NOW THEREFORE, if the said Tri Valley Construction, Inc shall faithfully perforin allot the provisions of said contract In the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and material men, and ail persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, Pick employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or properly by reason of any carelessness or negligence on the pad of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and erected or appointed officials, harrdess from any damage or expense by reason of failure of performance as specifed in said contract or from defects developing fn material or workmanship,tirovlded or performed under said contract, then and in that event this obligation shall be void; but otherwise it shal ' : and remain in full force d effect. Ginger R. Carls BY (Print Name) Its: 8t MERCHANT BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of Iowa, and having Its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Keith Degginger, Kenneth L. McIntosh, Rachelle Schlenker, Susan Chrysler, Ginger R. Carlson, Karla Jagla-Reitz, Leonard Wallick of Mukiltco and State of Washington its true and lawful Attomey-in-Fad, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver In its behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: TWO MILLION ($2,000,000.00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of said Attomey-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attomey is made and executed pursuant to and by authority of the following Amended Substituted and Restated By - Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002. ARTICLE II, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 25th day of May , 2010. STATE OF IOWA COUNTY OF POLK ss. On this 25th day of May , 2010 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation described in the foregoing instrument, and that the Seat affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. MERCHANTS BONDING COMPANY (MUTUAL) By 7e 7 President CINDY SMYTH Commission Number 173504 ow My Commission Expires March 16, 201z STATE OF IOWA COUNTY OF POLK ss. Notary Public, Polk County, Iowa I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this day of POA 0001 (1/09) Secretary A`ORiJ CERTIFICATE OF LIABILITY INSURANCE 9A20/2010 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Degginger McIntosh and Associates(A/CONE 3977 Harbour Pointe Blvd. SW Mukilteo WA 98275 CONTACT Ginger Carlson g NAME:PH No Ext)* (425) 740-5200 (AA/C No): (425) 740-5201 ADMDRE55.ginger@DMAinsurance.com PRODUCER 00017362 CUSTOMER ID #. INSURER(S)AFFORDINGCOVERAGE NAIC# INSURED Tri -Valley Construction, Inc. 1008 N 1st St. Yakima WA 98901 INSURER A:Starr Surplus Lines Insurance OCCUR INSURER B Liberty Northwest X INSURER C: 5/10/2010 INSURERD: EACH OCCURRENCE INSURER E : DAMAGE TO RENTED PREMISES (Ea occurrence) INSURERF: E CERTIFICATE NUMBER: NEW 10/11 GL, BA, SG REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLI CIES. LIMITS SHOWN MAY HAVE BEEN REDU CED BY PAID CLAIMS. ITR TYPE OF INSURANCE INSR DDL SWVD POLICY NUMBER EFF (UBR MMIDDY ) ( MM/LDD�) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X OCCUR X X SISLEIL72012910 5/10/2010 5/10/2011 EACH OCCURRENCE $ 5,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50,000 CLAIMS -MADE MED EXP (Any one person) $ 5,000 GEN'LAGGREGATE PERSONAL &ADV INJURY $ 5,000,000 GENERAL AGGREGATE $ 5,000,000 LIMIT APPLIES PER: POLICY X 'ECOT- LOC PRODUCTS -COMP/OPAGG $ 5,000,000 $ B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULEDAUTOS HIRED AUTOS NON -OWNED AUTOS 02CE21709210 5/10/2010 5/10/2011 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A XXIXPORMAIPIXOXXOIX ))(¢(EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yyes describe under DES/ RIPTION OF OPERATIONS Y / N N / A SISLEIL72012910 WA STOP GAP 5/10/2010 5/10/2011 WCRY X OT ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional RemarksSchedu e, if more space is required) City of Yakima, their agents, employees, and elected or appointed officials are included as Additional Insured per form SL023(0109) with respect to any and all operations of the Named Insured. Coverage includes Completed Operations per form CG2037(0704). All endorsements apply per required Written Contract. RE: 2010 Mass Transit Facility Improvements. CERTIFICATE HOLDER CANCELLATION (509)576-6383 City of Yakima 129 N. 2nd Street Yakima, WA 98901 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ken McIntosh/VOS ACORD 25 (2009/09) INS025 (200909) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 Primary and Non -Contributory, Additional Insured and Waiver of Subrogation Policy Number: SISLEIL72012910 Effective Date: 05-10-10 at 12:01 A.M. Named Insured: Tri -Valley Construction, Inc. This endorsement modifies the insurance coverage form(s) listed below that have been purchased by you and evidenced as such on the Declarations page. Please read the endorsement and respective policy(ies) carefully. Commercial General Liability Coverage Form Owners and Contractors Protective Liability Coverage form Products/Completed Operations Liability Coverage Form Contractors Pollution Liability Coverage Form Professional Liability Coverage Form Site Pollution Liability Coverage Form SCHEDULE Name of Person or Organization: AS REQUIRED IN A WRITTEN CONTRACT (BLANKET) A. SECTION 11 - WHO IS AN INSURED is amended to include as an insured the person or organization shown in the schedule of this endorsement, but only with respect to liability arising out of "your work" for that insured by or for you. B. As respects additional insureds as defined above, this insurance also applies to "bodily injury" or "property damage" arising out of your negligence when the following written contract requirements are applicable: 1. Coverage available under this coverage part shall apply as primary insurance. Any other insurance available to these additional insured's shall apply as excess and not contribute as primary to the insurance afforded by this endorsement. 2. We waive any right of recovery we may have against these additional insured's because of payments we make for injury or damage arising out of "your work" done under a written contract with the additional insured. 3. The term insured is used separately and now collectively, but the inclusion of more than one insured shall not increase the limits or coverage provided by this insurance. Insureds and Agents are advised that certificates of insurance should be used only to provide evidence of insurance in lieu of an actual copy of the applicable insurance policy. Certificates should not be used to amend, expand or otherwise alter the terms of the actual policy. All other terms and conditions of this Policy remain unchanged. SL - 023 (01/09) Page 1 of 1 Copyright © C. V. Starr & Company and Starr Surplus Lines Insurance Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc., used with its permission. Signed for STARR SURPLUS LINES INSURANCE COMPANY Charles H. Dangelo, President r , 14' ) , Honora M. Keane, General Counsel SL - 023 (01/09) Page 2 of 1 Copyright © C. V. Starr & Company and Starr Surplus Lines Insurance Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc., used with its permission. POLICY NUMBER: SISLEIL72012910 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional insured Person(s) Or Or Location And Description Of Completed Operations CITY OF YAKIMA, THEIR AGENTS, EMPLOYEES, AND ELECTED OR APPOINTED OFFICIALS 2O1OMASS TRANSIT FACILITY IMPROVEMENTS Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products - completed operations hazard". CG 20 37 07 04 C, ISO Prope Inc_, 2004 Page 1 of 1 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid Tess than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of , 200 Notary Public in and for the State of Washington residing at 87 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504-4540 Telephone: 360-902-5335 89 90 Prevailing Wage Rates for Public Works Contracts County Trade Job Classification Wage Holiday Overtime Note Yakima Asbestos Abatement Workers Journey Level $17.83 1 Yakima Boilermakers Journey Level $35.48 1 Yakima Brick Mason Journey Level $40.03 5A 1M Yakima Building Service Employees Janitor $8.55 1 Yakima Building Service Employees Shampooer $11.14 1 Yakima Building Service Employees Waxer $8.55 1 Yakima Building Service Employees Window Cleaner $9.14 1 Yakima Cabinet Makers (In Shop) Journey Level $16.35 1 Yakima Carpenters Journey Level $29.72 1 Yakima Cement Masons Journey Level $35.85 5D 1N Yakima Divers & Tenders Diver $100.28 5D 1M Note Yakima Divers & Tenders Diver On Standby $56.68 5D 1M Yakima Divers & Tenders Diver Tender $52.23 5D 1M Yakima Divers & Tenders Surface Rcv & Rov Operator $52.23 5D 1M Yakima Divers & Tenders Surface Rcv & Rov Operator Tender $48.85 5A 1B Yakima Dredge Workers Assistant Engineer $49.57 5D 1T Note Yakima Dredge Workers Assistant Mate(deckhand) $49.06 5D 1T Note Yakima Dredge Workers Engineer Welder $49.62 5D 1T Note Yakima Dredge Workers Leverman, Hydraulic $51.19 5D 1T Note Yakima Dredge Workers Maintenance $49.06 5D 1T Note Yakima Dredge Workers Mates And Boatmen $49.57 5D 1T Note Yakima Dredge Workers Oiler $49.19 5D 1T Note Yakima Drywall Applicator Journey Level $37.70 5D 1M Yakima Drywall Tapers Journey Level $31.71 5A 1P Yakima Electrical Fixture Maintenance Journey Level $43.32 1 Workers Yakima Electricians - Inside Cable Splicer $52.41 5A 1 E Yakima Electricians - Inside Journey Level $50.60 5A 1 E Yakima Electricians - Inside Welder $54.75 5A 1E Yakima Electricians - Motor Shop Craftsman $15.37 1 Yakima Electricians - Motor Shop Journey Level $14.69 1 Yakima Electricians - Powerline Construction Cable Splicer $61.08 5A 4A Yakima Electricians - Powerline Construction Certified Line Welder $55.81 5A 4A Yakima Electricians - Powerline Construction Groundperson $39.83 5A 4A Yakima Electricians - Powerline Construction Head Groundperson $42.02 5A 4A Yakima Electricians - Powerline Construction Heavy Line Equipment Operator $55.81 5A 4A Yakima Electricians - Powerline Construction Jackhammer Operator $42.02 5A 4A Yakima Electricians - Powerline Construction Journey Level Lineperson $55.81 5A 4A Yakima Electricians - Powerline Construction Line Equipment Operator $47.20 5A 4A Yakima Electricians - Powerline Construction Pole Sprayer $55.81 5A 4A Yakima Electricians - Powerline Construction Powderperson $42.02 5A 4A Yakima Electronic Technicians Journey Level $23.40 1 Yakima Elevator Constructors Mechanic $67.91 6Q 4A Yakima Elevator Constructors Mechanic In Charge $73.87 6Q 4A Yakima Fabricated Precast Concrete Products Craftsman $8.72 1 Yakima Fabricated Precast Concrete Products Journey Level $8.55 1 Yakima Fence Erectors Fence Erector $13.79 1 Yakima Flaggers Journey Level $24.62 1 Yakima Glaziers Journey Level $22.43 61 1B Yakima Heat & Frost Insulators And Asbestos Journey Level $25.32 1 91 92 Workers Yakima Heating Equipment Mechanics Journey Level $34.85 1 Yakima Hod Carriers & Mason Tenders Journey Level $32.55 5D 1H Yakima Industrial Engine And Machine Journey Level $15.65 1 Mechanics Yakima Industrial Power Vacuum Cleaner Journey Level $9.24 1 Yakima Inland Boatmen Journey Level $8.55 1 Yakima Inspection/Cleaning/Sealing Of Sewer Cleaner Operator, Foamer Operator $9.73 1 & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Sewer Grout Truck Operator $11.48 1 & Water Systems By Remote Contro Yakima Inspection/Cleaning/Sealing Of Sewer Head Operator $12.78 1 & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Sewer Technician $8.55 1 & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Sewer Tv Truck Operator $10.53 1 & Water Systems By Remote Control Yakima Insulation Applicators Journey Level $37.70 5D 1M Yakima iron.^workers$50 JVUllleyillail nn .pJV.V't C J/"1 In IV Yakima Laborers Air, Gas Or Electric Vibrating Screed $31.61 5D 1H Yakima Laborers Airtrac Drill Operator $32.55 5D 1H Yakima Laborers Ballast Regular Machine $31.61 5D 1H Yakima Laborers Batch Weighman $29.65 5D 1 H Yakima fanuiia �au0rerS Laborers Brick Pavers i $31.61 5D 1 H Iti Yakima Laborers Brush Cutter $31.61 5D 1H Yakima Laborers Brush Hog Feeder $31.61 5D 1H Yakima Laborers Burner $31.61 5D 1H Yakima Laborers Caisson Worker $32.55 5D 1H Yakima Laborers Carpenter Tender $31.61 5D 1H Yakima Laborers Cement Dumper -paving $32.16 5D 1H Yakima Laborers Cement Finisher Tender $31.61 5D 1H Yakima Laborers Change House Or Dry Shack $31.61 5D 1H Yakima Laborers Chipping Gun (under 30 Lbs.) $31.61 5D 1H Yakima Laborers Chipping Gun(30 Lbs. And Over) $32.16 5D 1H Yakima Laborers Choker Setter $31.61 5D 1H Yakima Laborers Chuck Tender $31.61 5D 1H Yakima Laborers Clary Power Spreader $32.16 5D 1H Yakima Laborers Clean-up Laborer $31.61 5D 1 H Yakima Laborers Concrete Dumper/chute Operator $32.16 5D 1H Yakima Laborers Concrete Form Stripper $31.61 5D 1H Yakima Laborers Concrete Placement Crew $32.16 5D 1H Yakima Laborers Concrete Saw Operator/core Driller $32.16 5D 1H Yak: �anuiia �au�iers Laborers Crusher Feeder ��9.65 oz 5D 1H Yakima Laborers Curing Laborer $31.61 5D 1H Yakima Laborers Demolition: Wrecking & Moving (incl. Charred Material) $31.61 5D 1H Yakima Laborers Ditch Digger $31.61 5D 1H Yakima Laborers Diver $32.55 5D 1H Yakima Laborers Drill Operator (hydraulic,diamond) $32.16 5D 1H Yakima Laborers Dry Stack Walls $31.61 5D 1H Yakima Laborers Dump Person $31.61 5D 1H Yakima Laborers Epoxy Technician $31.61 5D 1H Yakima Laborers Erosion Control Worker $31.61 5D 1H 92 Yakima Laborers Faller & Bucker Chain Saw $32.16 5D 1H Yakima Laborers Fine Graders $31.61 5D 1H Yakima Laborers Firewatch $29.65 5D 1H Yakima Laborers Form Setter $31.61 5D 1H Yakima Laborers Gabian Basket Builders $31.61 5D 1H Yakima Laborers General Laborer $31.61 5D 1H Yakima Laborers Grade Checker & Transit Person $32.55 5D 1H Yakima Laborers Grinders $31.61 5D 1H Yakima Laborers Grout Machine Tender $31.61 5D 1H Yakima Laborers Groutmen (pressure)including Post Tension Beams $32.16 5D 1H Yakima Laborers Guardrail Erector $31.61 5D 1H Yakima Laborers Hazardous Waste Worker (level A) $32.55 5D 1H Yakima Laborers Hazardous Waste Worker (level B) $32.16 5D 1H Yakima Laborers Hazardous Waste Worker (level C) $31.61 5D 11-I Yakima Laborers High Scaler $32.55 5D 1H Yakima Laborers Jackhammer $32.16 5D 1H Yakima Laborers Laserbeam Operator $32.16 5D 1F1 Yakima Laborers Maintenance Person $31.61 5D 1H Yakima Laborers Manhole Builder-mudman $32.16 5D 1H Yakima Laborers Material Yard Person $31.61 5D 1H Yakima Laborers Miner $32.55 5D 1H Yakima Laborers Mortarman & Hodcarrier $32.16 5D 1H Yakima Laborers Motorman -dinky Locomotive $32.16 5D 1H Yakima Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla $32.16 5D 1H Yakima Laborers Pavement Breaker $32.16 5D 1H Yakima Laborers Pilot Car $29.65 5D 1H Yakima Laborers Pipe Layer(lead) $32.55 5D 1H Yakima Laborers Pipe Layer/tailor $32.16 5D 1H Yakima Laborers Pipe Pot Tender $32.16 5D 1H Yakima Laborers Pipe Reliner $32.16 5D 1H Yakima Laborers Pipe Wrapper $32.16 5D 1H Yakima Laborers Pot Tender $31.61 5D 1H Yakima Laborers Powderman $32.55 5D 1H Yakima Laborers Powderman's Helper $31.61 5D 1H Yakima Laborers Power Jacks $32.16 5D 1H Yakima Laborers Railroad Spike Puller - Power $32.16 5D 1H Yakima Laborers Raker - Asphalt $32.55 5D 1H Yakima Laborers Re-timberman $32.55 5D 1H Yakima Laborers Remote Equipment Operator $32.16 5D 1H Yakima Laborers Rigger/signal Person $32.16 5D 1H Yakima Laborers Rip Rap Person $31.61 5D 11-I Yakima Laborers Rivet Buster $32.16 5D 1H Yakima Laborers Rodder $32.16 5D 1H Yakima Laborers Scaffold Erector $31.61 5D 11-1 Yakima Laborers Scale Person $31.61 5D 1H Yakima Laborers Sloper (over 20") $32.16 5D 1H Yakima Laborers Sloper Sprayer $31.61 5D 1H Yakima Laborers Spreader (concrete) $32.16 5D 1H 93 Yakima Laborers Stake Hopper $31.61 5D 1H Yakima Laborers Stock Piler $31.61 5D 1H Yakima Laborers Tamper & Similar Electric, Air & Gas Operated Tools $32.16 5D 1H Yakima Laborers Tamper (multiple & Self-propelled) $32.16 5D 1H Yakima Laborers Timber Person - Sewer (Jagger, Shorer & Cribber) $32.16 5D 1H Yakima Laborers Toolroom Person (at Jobsite) $31.61 5D 1H Yakima Laborers Topper $31.61 5D 1H Yakima Laborers Track Laborer $31.61 5D 1H Yakima Laborers Track Liner (power) I $32.16 5D I 1 FI I Yakima Laborers Truck Spotter $31.61 5D 1 H Yakima Laborers Tugger Operator $32.16 5D 1H Yakiiiia Labor Cry Vibrator TAA $32.16 16 5D 5D Al I 1n Yakima Laborers Vinyl Seamer $31.61 5D 1H Yakima Laborers Watchman $27.11 5D 1H Yakima Laborers Welder $32.16 5D 1H Yakima Laborers Well Point Laborer $32.16 5D 1H Yakima Yakima Laborers Laborers 1. 1. lea VViI dow Washer/cleaner Window 2 .I 1 27 5D 5D ALJ it, Yakima Laborers - Underground Sewer & General Laborer & Topman $31.61 5D 1H Water Yakima Laborers - Underground Sewer & Pipe Layer $32.16 5D 1H Water Yakima Landscape Construction Irrigation Or Lawn Sprinkler Installers $9:00 1 I Yakima Landscape Construction Landscape Equipment Operators Or Truck Drivers $15.45 1 Yakima Landscape Construction Landscaping Or Planting Laborers $9.00 1 Yakima Lathers Journey Level $37.70 5D 1M Yakima Marble Setters Journey Level $40.03 5A 1M Yakima Metal Fabrication (In Shop) Fitter $12.00 1 Yakima Metal Fabrication (In Shop) Laborer $10.31 1 Yakima Metal Fabrication (In Shop) Machine Operator $11.32 1 Yakima Metal Fabrication (In Shop) Painter $12.00 1 Yakima Metal Fabrication (In Shop) Welder $11.32 1 Yakima Millwright Journey Level $26.05 1 Yakima Modular Buildings Journey Level $14.11 1 Yakima Painters Journeyman $28.12 6Z 1W Yakima Pile Driver Journey Level $48.04 5A 1M Yakima Plasterers Journey Level $46.63 5B 1R Yakima Playground & Park Equipment Journey Level $8.55 1 Installers Yakima Plumbers & Pipefitters Journey Level $28.75 1 Yakima Power Equipment Operators Asphalt Plant Operators $50.39 5D 1T Note Yakima Power Equipment Operators Assistant Engineer $47.12 5D 1T Note Yakima Power Equipment Operators Barrier Machine (zipper) $49.90 5D 1T Note Yakima Power Equipment Operators Batch Plant Operator, Concrete $49.90 5D 1T Note Yakima Power Equipment Operators Bobcat $47.12 5D 1T Note Yakima Power Equipment Operators Brokk - Remote Demolition Equipment $47.12 5D 1T Note Yakima Power Equipment Operators Brooms $47.12 5D 1T Note Yakima Power Equipment Operators Bump Cutter $49.90 5D 1T Note Yakima Power Equipment Operators Cableways $50.39 5D 1T Note Yakima Power Equipment Operators Chipper $49.90 5D 1T Note 94 Yakima Power Equipment Operators Compressor $47.12 5D 1T Note Yakima Power Equipment Operators Concrete Finish Machine -laser Screed $47.12 5D 1T Note Yakima Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $49.48 5D 1T Note Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $49.90 5D 1T Note Yakima Power Equipment Operators Conveyors $49.48 5D 1T Note Yakima Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $49.90 5D 1T Note Yakima Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (including Jib With $50.94 5D 1T Note Yakima Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $51.51 5D 1T Note Yakima Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $50.39 5D 1T Note Yakima Power Equipment Operators Cranes: A-frame -10 Tons And Under $47.12 5D 1T Note Yakima Power Equipment Operators Cranes: Friction 100 Tons Through 199 Tons $51.51 5D 1T Note Yakima Power Equipment Operators Cranes: Friction Over 200 Tons $52.07 5D 11- Note Yakima Power Equipment Operators Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $52.07 5D 1T Note Yakima Power Equipment Operators Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons $49.48 5D 1T Note Yakima Power Equipment Operators Crusher $49.90 5D 1T Note Yakima Power Equipment Operators Deck Engineer/deck Winches (power) $49.90 5D 1T Note Yakima Power Equipment Operators Derricks, On Building Work $50.39 5D 1T Note Yakima Power Equipment Operators Dozers D-9 & Under $49.48 5D 1T Note Yakima Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $49.48 5D 1T Note Yakima Power Equipment Operators Drilling Machine $49.90 5D 1T Note Yakima Power Equipment Operators Elevator And Man-lift: Permanent And Shaft Type $47.12 5D 1T Note Yakima Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar Equipment $49.90 5D 1T Note Yakima Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $49.48 5D 1T Note Yakima Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $47.12 5D 1T Note Yakima Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $49.90 5D 1T Note Yakima Power Equipment Operators Gradechecker/stakeman $47.12 5D 1T Note Yakima Power Equipment Operators Guardrail Punch $49.90 5D 1T Note Yakima Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $50.39 5D 1T Note Yakima Power Equipment Operators Hard Tail End Dump Articulating Off- road Equipment Under 45 Yards $49.90 5D 11- Note Yakima Power Equipment Operators Horizontal/directional Drill Locator $49.48 5D 1T Note Yakima Power Equipment Operators Horizontal/directional Drill Operator $49.90 5D 1T Note Yakima Power Equipment Operators Hydralifts/boom Trucks Over 10 Tons $49.48 5D 1T Note Yakima Power Equipment Operators Hydralifts/boom Trucks, 10 Tons And Under $47.12 5D 1T Note 95 Yakima Power Equipment Operators Loader, Overhead 8 Yards. & Over $50.94 5D 1T Note Yakima Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $50.39 5D 1T Note Yakima Power Equipment Operators Loaders, Overhead Under 6 Yards $49.90 5D 1T Note Yakima Power Equipment Operators Loaders, Plant Feed $49.90 5D 1T Note Yakima Power Equipment Operators Loaders: Elevating Type Belt $49.48 5D 1T Note Yakima Power Equipment Operators Locomotives, All $49.90 5D 1T Note Yakima Power Equipment Operators Material Transfer Device $49.90 5D 1T Note Yakima Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $50.94 5D 1T Note Yakima Power Equipment Operators Motor Patrol Grader- Non -finishing $49,48 50 1T Note 1 Yakima Power Equipment Operators Motor Patrol Graders, Finishing $50.39 5D 1T Note Yakima Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road i icauci And/or Shield $50.39 5D 1T Note Yakima Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $47.12 5D 1T Note Yakima Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $49.48 5D 1T Note Yakima Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons 1 $49.901 5D 1 1T Note I Yakima Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $50.94 5D 1T Note Yakima Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $50.39 5D 1T Note Yakima Power Equipment Operators Pavement Breaker $47.12 5D 1T Note Yakima Power Equipment Operators Pile Driver (other Than Crane Mount) $49.90 5D 1T Note Yakima Power Equipment Operators Plant Oiler - Asphalt, Crusher $49.48 5D 1T Note Yakima Power Equipment Operators Posthole Digger, Mechanical $47.12 5D 1T Note Yakima Power Equipment Operators Power Plant $47.12 5D 1T Note Yakima Power Equipment Operators Pumps - Water $47.12 5D 1T Note Yakima Power Equipment Operators Quad 9, Hd 41, D10 And Over $50.39 5D 1T Note Yakima Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $47.12 5D 1T Note Yakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $50.39 5D 1T Note Yakima Power Equipment Operators Rigger And Bellman $47.12 5D 1T Note Yakima Power Equipment Operators RoIlagon $50.J9 5D 1I Note Yakima Power Equipment Operators Roller, Other Than Plant Mix $47.12 5D 1T Note Yakima Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $49.48 5D 1T Note Yakima Power Equipment Operators Roto -mill, Roto -grinder $49 90 5D 1T Note Yakima Power Equipment Operators Saws - Concrete $49.48 5D 1T Note Yakima Power Equipment Operators Scraper, Self Propelled Under 45 Yards $49.90 5D 1T Note Yakima Power Equipment Operators Scrapers - Concrete & Carry All $49.48 5D 1-1- Note Yakima Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $50.39 5D 1T Note Yakima Power Equipment Operators Service Engineers - Equipment $49.48 5D 1T Note Yakima Power Equipment Operators Shotcrete/gunite Equipment $47.12 5D 1T Note Yakima Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $49.48 5D 1T Note Yakima Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $50.39 5D 1T Note Yakima Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $49.90 5D 1T Note 96 Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $50.94 5D 1T Note Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $51.51 5D 1T Note Yakima Power Equipment Operators Slipform Pavers $50.39 5D 1T Note Yakima Power Equipment Operators Spreader, Topsider & Screedman $50.39 5D 1T Note Yakima Power Equipment Operators Subgrader Trimmer $49.90 5D 1T Note Yakima Power Equipment Operators Tower Bucket Elevators $49.48 5D 1T Note Yakima Power Equipment Operators Tower Crane Over 175'in Height, Base To Boom $51.51 5D 1T Note Yakima Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $50.94 5D 1T Note Yakima Power Equipment Operators Transporters, All Track Or Truck Type $50.39 5D 1T Note Yakima Power Equipment Operators Trenching Machines $49.48 5D 1T Note Yakima Power Equipment Operators Truck Crane Oiler/driver -100 Tons And Over $49.90 5D 1T Note Yakima Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $49.48 5D 1T Note Yakima Power Equipment Operators Truck Mount Portable Conveyor $49.90 5D 1T Note Yakima Power Equipment Operators Welder $50.39 5D 1T Note Yakima Power Equipment Operators Wheel Tractors, Farmall Type $47.12 5D 1T Note Yakima Power Equipment Operators Yo Yo Pay Dozer $49.90 5D 1T Note Yakima Power Equipment Operators- Asphalt Plant Operators $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Assistant Engineer $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Barrier Machine (zipper) $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Batch Plant Operator, Concrete $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Bobcat $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Brokk - Remote Demolition Equipment $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Brooms $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Bump Cutter $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cableways $50.39 5D 11- Note Underground Sewer & Water Yakima Power Equipment Operators- Chipper $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Compressor $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Concrete Finish Machine -laser Screed $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Conveyors $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, $50.94 5D 1T Note 97 98 Underground Sewer & Water Or 150' Of Boom (including Jib With Yakima Power Equipment Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $51.51 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cranes: A-frame -10 Tons And Under $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cranes: Friction 100 Tons Through 1199 Tons $51.51 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cranes: Friction Over 200 Tons $52.07 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $52.07 5D 1T Note Underground Sewer & ''Water Yakima Power Equipment Operators- Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Crusher $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Deck Engineer/deck Winches (power) $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Derricks, On Building Work $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Dozers 0-9 & Under $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Drilling Machine $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Elevator And Man-lift: Permanent And Shaft Type $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Finishing Machine, Bidwell And Gamaco & Similar Equipment $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Gradechecker/stakeman $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Guardrail Punch $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off- road Equipment Under 45 Yards $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Horizontal/directional Drill Locator $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Horizontal/directional Drill Operator $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Hydralifts/boom Trucks Over 10 Tons $49.48 5D 11- Note Underground Sewer & Water Yakima Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons And Under $47.12 5D 1T Note Underground Sewer & Water 98 Yakima Power Equipment Operators- Loader, Overhead 8 Yards. & Over $50.94 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Loaders, Overhead Under 6 Yards $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Loaders, Plant Feed $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Loaders: Elevating Type Belt $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Locomotives, All $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Material Transfer Device $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $50.94 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Motor Patrol Grader — Non -finishing $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Motor Patrol Graders, Finishing $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Oil Distributors, Blower Distribution & Mulch Seeding Operator $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $50.94 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Pavement Breaker $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Pile Driver (other Than Crane Mount) $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Plant Oiler - Asphalt, Crusher $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Posthole Digger, Mechanical $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Power Plant $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Pumps — Water $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Quad 9, Hd 41, D10 And Over $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Quick Tower — No Cab, Under 100 Feet In Height Based To Boom $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Rigger And Bellman $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Rollagon $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Roller, Other Than Plant Mix $47.12 5D 1T Note Underground Sewer & Water 99 Yakima Power Equipment Operators- Roller, Plant Mix Or Multi-lift Materials $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Roto-mill, Roto-grinder $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Saws – Concrete $49.48 5D. 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Scrapers – Concrete & Carry All $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Scrapere Self-propelled 45 Yards And Over $50.39 5r1 1T Arte Underground Sewer & Water Yakima Power Equipment Operators- Service Engineers - Equipment $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Shotcrete/gunite Equipment $47.12 5D 1T I Note Underground Sewer & Water Yakima Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $50.39 5D — 1T — Note Underground Sewer & Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $50.94 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $51.511 5D 1 1T 1 Note Underground Sewer & Water Yakima Power Equipment Operators- Slipform Pavers $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Spreader, Topsider & Screedman $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Subgrader Trimmer $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Tower Bucket Elevators $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Tower Crane Over 175'in Height, Base To Boom $51.51 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $50.94 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Transporters, All Track Or Truck Type $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Trenching Machines $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Truck Crane Oiler/driver-100 Tons And Over $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Truck Crane Oiler/driver Under 100 Tons $49.48 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Truck Mount Portable Conveyor $49.90 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Welder $50.39 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Wheel Tractors, Farmall Type $47.12 5D 1T Note Underground Sewer & Water Yakima Power Equipment Operators- Yo Yo Pay Dozer $49.90 5D 1T Note Underground Sewer & Water Yakima Power Line Clearance Tree Trimmers Journey Level In Charge $40,79 5A 4A Yakima Power Line Clearance Tree Trimmers Spray Person $38.73 5A 4A 100 Yakima Power Line Clearance Tree Trimmers Tree Equipment Operator $40.79 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Trimmer $36.50 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $27.55 5A 4A Yakima Refrigeration & Air Conditioning Journey Level $28.11 1 Mechanics Yakima Residential Brick Mason Journey Level $29.00 1 Yakima Residential Carpenters Journey Level $17.14 1 Yakima Residential Cement Masons Journey Level $11.86 1 Yakima Residential Drywall Applicators Journey Level $18.00 1 Yakima Residential Drywall Tapers Journey Level $17.00 1 Yakima Residential Electricians Journey Level $21.98 1 Yakima Residential Glaziers Journey Level $22.43 61 1B Yakima Residential Insulation Applicators Journey Level $14.38 1 Yakima Residential Laborers Journey Level $11.02 1 Yakima Residential Marble Setters Journey Level $29.00 1 Yakima Residential Painters Journey Level $16.32 1 Yakima Residential Plumbers & Pipefitters Journey Level $20.55 1 Yakima Residential Refrigeration & Air Journey Level $28.11 1 Conditioning Mechanics Yakima Residential Sheet Metal Workers Journey Level $34.85 5A 1X Yakima Residential Soft Floor Layers Journey Level $17.55 1 Yakima Residential Sprinkler Fitters (Fire Journey Level $8.55 1 Protection) Yakima Residential Stone Masons Journey Level $16.00 1 Yakima Residential Terrazzo Workers Journey Level $8.55 1 Yakima Residential Terrazzo/Tile Finishers Journey Level $17.00 1 Yakima Residential Tile Setters Journey Level $16.78 1 Yakima Roofers Journey Level $12.00 1 Yakima Sheet Metal Workers Journey Level $48.61 5A 1X Yakima Shipbuilding & Ship Repair Journey Level $8.55 1 Yakima Sign Makers & Installers (Electrical) Journey Level $14.65 1 Yakima Sign Makers & Installers (Non- Journey Level $14.65 1 Electrical) Yakima Soft Floor Layers Journey Level $23.11 5A 1N Yakima Solar Controls For Windows Journey Level $8.55 1 Yakima Sprinkler Fitters (Fire Protection) Journey Level $26.36 1 Yakima Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) Yakima Stone Masons Journey Level $40.03 5A 1M Yakima Street And Parking Lot Sweeper Journey Level $8.55 1 Workers Yakima Surveyors Chain Person $9.25 1 Yakima Surveyors Instrument Person $12.05 1 Yakima Surveyors Party Chief $15.05 1 Yakima Telecommunication Technicians Journey Level $20.00 1 Yakima Telephone Line Construction - Cable Splicer $32.27 5A 2B Outside Yakima Telephone Line Construction - Hole Digger/Ground Person $18.10 5A 2B Outside Yakima Telephone Line Construction - Installer (Repairer) $30.94 5A 2B Outside Yakima Telephone Line Construction - Special Aparatus Installer I $32.27 5A 26 Outside 101 Yakima Telephone Line Construction - Special Apparatus Installer 11 $31.62 5A 2B Outside Yakima Telephone Line Construction - Telephone Equipment Operator (Heavy) $32.27 5A 2B Outside Yakima Telephone Line Construction - Telephone Equipment Operator (Light) $30.02 5A 2B Outside Yakima Telephone Line Construction - Telephone Lineperson $30.02 5A 2B Outside Yakima Telephone Line Construction - Television Groundperson $17.18 5A 2B Outside (Yakima Telephone Line Construction - Television Lineperson/Installer 1 $22.73 5A 2B Outside Yakima Telephone Line Construction - Television System Technician $27.09 5A 2B Outside Yakima I elephone Line Construction - Television Technician $24.35 5A 2B Outside Yakima Telephone Line Construction - Tree Trimmer $30.02 5A 2B Outside Yakima Terrazzo Workers Journey Level $31.90 5A 1M Yakima Tile Setters Journey Level $31.90 5A I 1M Yakima Tile, Marble & Terrazzo Finishers Journey Level $27.82 5A 1M Yakima Traffic Control Stripers Journey Level $38.90 5A 1K Yakima Truck Drivers Asphalt Mix $14.19 1 Yakima Truck Drivers Dump Truck & Trailer(c.wa-760) $36.16 61 2G Yakima Truck Drivers Dump Truck(c.wa-760) $36.161 61 I 2G Yakima Truck Drivers Mixer Trucks $36.16 61 2G Yakima Truck Drivers Other Trucks(c.wa-760) $36.16 61 2G Yakima Well Drillers & Irrigation Pump Irrigation Pump Installer $25.44 1 Installers Yakima Well Drillers & Irrigation Pump Oiler $9.20 1 Installers Yakima Well Drillers & Irrigation Pump Installers 102 PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: CITY OF YAKIMA 2010 Mass Transit Facility Improvements Public Works Complex - Fruitvale Boulevard City Project No. 2184 and that the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. NOTE: Unit prices for all items, all extensions, and total amount of bid, shall be shown, and be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents. 103 ITEM PROPOSAL BID SHEET 2010 Mass Transit Facility Improvements Public Works Complex - Fruitvale Boulevard City Project No. 2184 ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 SPCC PLAN 1-07.15 1 LS 250.00 250.00 2 MOBILIZATION 1-09.7 1 LS 16,934.00 16,934.00 3 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 LS 3, 000.00 3, 000.00 4 REMOVAL OF STRUCTURE AND OBSTRUCTION 2-02.5 1 LS 5,234.00 5,234,QO 5 SAW CUT, PER INCH DEPTH 2-02.5 1,500 LF 1.55 2, 325.00 6 UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL 2-03.5 165 CY 20.48 3,379.20 7 CONSTRUCTION GEOTEXTILE FOR SEPARATION 2-12.5 538 SY 1.10 591.80 8 CRUSHED SURFACING TOP COURSE (FOR Trench Backfill) 4-04.5 80 TON 22.75 1,820.00 9 CRUSHED SURFACING TOP COURSE 4-04.5 54 TON 31.55 1,703.70 10 CRUSHED SURFACING BASE COURSE 4-04.5 442 TON 23.20 10, 254.40 11 PAVEMENT REPAIR 5-04.5 617 SY 37.95 23, 415.15 12 CEMENT CONCRETE SLAB, 8 IN. DEPTH WITH DOWEL BARS 5-05.5 245 SY 159.80 39,151.00 13 3/4" - 2" CRUSHED WASHED STONE 7-01.5 220 CY 37.90 8,338.00 14 CONNECTION TO DRAINAGE STRUCTURE 7-01.5 2 EA 110.00 220.00 15 SOLID WALL PVC STORM SEWER PIPE 12 IN. DIAM. 7-04.5 60 LF 30.00 1,800.00 16 CLASS IV REINFORCED CONC. CULV. PIPE 12 IN. DIAM. 7-04.5 248 LF 49.50 12, 276.00 17 RETENTION AND INFILTRATION SYSTEM 7-04.5 50 EA 450.00 22, 500.00 18 7-04.5 STORMWATER TREATMENT SYSTEM NO. 1 1 EA 14, 701.00 14, 701.00 19 STORMWATER 7-04.5 TREATMENT SYSTEM N0. 2 1 EA 42,694.00 42, 694.00 20 SELF 7-05.5 FORMING TRENCH PANS 2 EA 950.00 1,900.00 CONTINUED ON NEXT PAGE 105 106 ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 21 HEAVY DUTY TRENCH 7-05.5 1 LS 9, 839.00 9,839.00 22 PRECAST CONCRETE WASH VAULT 7-05.5 1 EA 22,575.00 22,575.00 23 PRECAST CONCRETE OIUWATERSEPARATOR 7-05.5 1 EA 5,200.00 5,200.00 24 SAMPLING MANHOLE 7-05.5 1 EA 2,750.00 2,750.00 25 DUCTILE IRON PIPE FOR INLET TRENCH, 8" DIAM. 7-05.5 40 LF 52.50 2,100.00 26 MANHOLE, 48-INCH-DIAM., TYPE 1 7-05.5 1 EA 3,500.00 3,500.00 27 CATCH BASIN TYPE 2 48 IN. DIAM. W/SOLID METAL COVER 7-05.5 2 EA 3,420.00 6,840.00 28 STRUCTURE EXCAVATION CLASS B INCL. HAUL 7-05.5 1,223 CY 6.00 7,338.00 29 SHORING OR EXTRA EXCAVATION CLASS B 7-08.5 82 SF 6.10 500.20 30 PLUGGING EXISTING PIPE 7-08.3(4) 3 EA 200.00 600.00 31 PVC SANITARY SEWER PIPE - 8 IN. DIAM. 7-17.5 240 LF 24.90 5,976.00 32 REPAIR OR REPLACEMENT 8-30.5 1 FA $5,000.00 $5,000.00 SUB TOTAL : 284, 705.4 107 108 BID BOND FORM Herewith find deposit in the form of -�certified check, /cashiers check, or cash in the amount of $ 5% which amount is not less`than five pE3rcent of' the total bid. ---..../Sign Here �... l�i-<- 7 14 i' \ ' t BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, Tri Valley Construction , as principal, and Merchants Bonding Company (Mutual) , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of 5% Dollars, 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 5% , according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to 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 3r4:171D i! OF Seppember , 20 10 Principal Surety Ginger R'arlson Attorney in Fact , 20 Received return of deposit in the sum of $ 109 MERCHANTS BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Keith Degginger, Kenneth L. McIntosh, Rachelle Schlenker, Susan Chrysler, Ginger R. Carlson, Karla Jagla-Reitz, Leonard Wallick of Mukilteo and State of Washington its true and lawful Attomey-in-Fad, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledand deliver in its behalf as surety any and all bonds, undertaldngs, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: TWO MILLION (52,000,000.00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of said Attomey-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attomey is made and executed pursuant to and by authority of the following Amended Substituted and Restated By - Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002. ARTICLE II, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE I1, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsim le to any Power of Attomey or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 25th day of May 2010. STATE OF IOWA COUNTY OF POLK ss. • •�VNG C4 4 •ti -O- • i • 4 • 1933• �' c: ti• MERCHANTS BONDING COMPANY (MUTUAL) By President On this 25th day of May , 2010 , before me appeared Larry Taylor, to me personally knownwho being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation described n the foregoing nstrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines Iowa, the day and year first above written. STATE OF IOWA COUNTY OF POLK ss. CINDY SMYTH Commission Number 173504 ow My Commission Expires March 16, 2012 ux Notary Public, Polk County, Iowa I, William Wamer, Jr. Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this day of POA 0001 (1/09) Secretary NON- COLL USION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the aforesigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: 1 -800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 111 NON-DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, 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. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. *(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." 112 SUBCONTRACTOR LIST Prepared in compliance with RCW 39.30.060 as amended (To be submitted with the Bid Proposal) Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non-responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name Hoydar Buck Item Numbers 12 Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid Items to be performed by the Prime Contractor: ( 6 ,7,8,9,10,13, 14, 15, 16, 17, 18, 19, 22, 23, 24, 25, 46, 27, 28, 29, 30, 31 Prime Contractor Name Tri—Valley Construction, Inc. Item Numbers WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities, To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City iscommitted to a women andminority business enterprise utilization The determined �..,,,.....••..... •..........,,,...,, •,,,.. IJUJIIIVJJ i�uicii.riioc program. The City is tU maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10%) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms, and invitations to bid are as widely distributed as possible. 114 RESOLUTION No. D 4 8 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business'Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. ADOPTED BY THE CITY COUNCIL this ..a?' ti day of 1983. ATTEST: City Clerk 115 t V1T�nn IP re )-t.\ Mayor AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified the City of ..r sN,.v,,,,.0 by �.�.y Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its I CJJCCtIVeUL 1 IgdtlUIS Ur IUef the terms nS Of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of I abor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. 116 g. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. q. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and/or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. 117 BIDDER CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: Tri -Valley Construction. Inc . certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract Equipment Operators, Laborers, Truck Drivers and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by these Bid Conditions. (Signature ofuthized Representative of Bidder) )/ 118 CITY OF YAKIMA 2010 Mass Transit Facility Improvements Public Works Complex - Fruitvale Boulevard City Project No. 2184 The bidder is hereby advised that by signature of this proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK CERTIFIED CHECK PROPOSAL BOND ❑ DOLLARS ❑($ PAYABLE TO THE STATE TREASURER IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) n/ a SIGNATU'l= OF AUTHORIZED ! FFIC/tAL(s) 509-452-4098 Jade/ Huylar FIRM NAME Tri -Valley Construction, Inc. (ADDRESS) 1008 N . 1st Street PHONE NUMBER Yakima. WA . 98901 STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER TRIVACI055KP Note: (1) FEDERAL ID No. 19 11 11 12 1 9 1 5 11 18 10 1 WA STATE EMPLOYMENT SECURITY REFERENCE NO. 81670200R This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. Please refer to section 1-02.6 of the standard specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. 121 122 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms, which must be executed, as required, and submitted on the form purchased from the City and bound in the Contract Documents: A. PROPOSAL The unit prices, extensions and total amounts bid must be shown in the spaces provided. B. BID BOND ACCOMPANYING BID This Bid Bond form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. C. BIDDER'S CERTIFICATION D. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. The following forms are to be executed after the contract is awarded: A. CONTRACT This agreement is to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his/her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1-07.18 (APWA) of the Standard Specifications and Special Provisions. 123 EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH • LIMITS EXCAVATION LINE 1.0' 1.0' (MIN) APPLY CSS -1 & SAND TO SEAL THE SURFACE JOINTS. APPLY CSS -1 TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRETE, IF OVERLAYED. ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA HMA CL. 1/2" PG 64-28 @ 1.5 TIMES DEPTH OF EXISTING ASPHALT. 0.25' MIN. (COMPACTED DEPTH in 2 EQUAL LIFTS) 0.5' CSBC (COMPACTED DEPTH) ASPHALT CONCRETE SURFACING EXISTING SURFACE - DEPTH VARIES GRAVEL SURFACE 1.0' PATCH LIMITS EXCAVATION LINE Q 1.0' 1.0' (MIN) inittltitOMMUMIUMUME MUM= vea ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 0.17' CSTC (COMPACTED DEPTH) GRAVEL SURFACING UNSURFACED AREAS PATCH LIMITS 1.0' EXCAVATION LINE Q 1.0' EXISTING GROUND 1.0', (MIN) war ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 1.0' MIN. (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS OVER 2 INCH. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. 2. CONTRACTOR SHALL BE AWARE THAT GEO-TEXTILE-FABRIC MAYBE REQUIRED BY THE ENGINEER IN CERTAIN APPLICATIONS. City Of Yakima Engineering Division 129 North Second Street Yakima, Washington City of Yakima - Standard Detail TYPICAL SURFACING NOT TO SCALE Revision 11-2008 R7 A PLACE MANHOLE OPENING OVER OUTLET PIPE A SAND COLLAR IN CAST IN PLACE BASE 24" OPENING PoM110 CAST IN PLACE + 11111.1101111B BASE - CL 4000 aas,//®O®®/.�,/®/./,/%� CONCRETE k-6" SECTION A -A --► i % FIA e d. 48" STAND�O re 0 0SLOPE SL0 PE 0 ni 90 browarzweggarozal SECTION B -B SANITARY SEWER MANHOLE DETAIL City of Yakima - Engineering Division CAST-IRON FRAME & COVER PER SPECIFICATIONS ADJUSTMENT SECTION GROUTED OR DRY PACKED SMOOTH INSIDE BARREL PRECAST ECCENTRIC CONE SECTION STEPS PRECAST SECTION PRECAST SECTION BASE 0.10' DROP IN CHANNELS ACROSS MANHOLE APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL SEWER MANHOLE S1 CLASS 3000 CEMENT CONCRETE FULL DEPTH OF SECTION LESS 1 1/2" + + + + + + r + + + + + + 1 1/2" CLASS "G" ASPHALT 12" ASPHALT PAVEMENT %,,,,,,,,,,,,,,,,H„ N- SUBGRADE —11i\OO 7 1 kk- SUBGRADE BASE DRY PACK ALL JOINTS AND VOIDS SMOOTH INSIDE BARREL MANHOLE ADJUSTMENT DETAIL City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL MANHOLE ADJUSTMENT S3 • h SEE DETAIL R24 FOR TRENCH PATCHING EXCAVATION 0` PAYMENT LINE PIPES 15 INCHES AND UNDER —.1FOR I.D. + 30 INCHES • oo l \\ G F. • ti o 'j ,,.<\\/ 'rte 'Y/.4 SUITABLE EARTH FOUNDATION (SEE NOTE) NATIVE MATERIAL SHALL BE USED FOR BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNSUITABLE FOUNDATION MATERIAL SHALL BE REPLACED WITH GRAVEL BACKFILL FOR FOUNDATIONS CLASS B. TYPICAL TRENCH SECTION City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL TYPICAL TRENCH DETAIL S4 A SERVICE FROM BUILDING CAST—IRON FRAME & COVER — PER SPECIFICATIONS PLAN VIEW 24" (MIN) OPENING A OUT TO SEWER NOTES: 1. MANHOLES SHALL BE STANDARD REINFORCED CONCRETE SECTIONS 24" I.D. x 4'-0". IF MORE THAN ONE SECTION IS USED, INSTALL RAMNEK AT JOINTS. 2. INSTALL RAMNEK SEAL UNDER COVER FRAME ENTIRELY AROUND MANHOLE. PRECAST SECTION ' BASE SMOOTH INSIDE BARREL CAST IN PLACE BASE—CL 4000 CONCRETE 0.10' DROP IN CHANNELS ACROSS MANHOLE SECTION A -A 1 T r ec N N U w z 1- 0 SANITARY SAMPLING MANHOLE DETAIL City of Yakima — Engineering Division APPROVED:10.25.07 CITY OF YAKIMA - STANDARD DETAIL SAMPLING MANHOLE S10 0 0 L LONGITUDINAL JOINT OR 1'-0" DOWEL BARS SPACED © 1' - 0" ON CENTER AT TRANSVERSE JOINT N. EDGE OF CONCRETE PAVEMENT 1'-0" WIRE LEG (TYP.) - SEE NOTE 1 IiJ 111 1111 �11imrAmOl DOWEL BAR (TYP.) 1111 SPREADER WIRES (TYP.) - 0.117" DAM. 3 PER ASSEMBLY (WELD TO TOP SPACER BARS) TOP SPACER BARS 1 1/2" (TYP.) VW"' In 111 - BASE 1'-0" TOP SPACER BAR (TYP.) 0.302" DIAM. 2 PER ASSEMBLY (WELD TO LEG CHAIRS) --UUMmi 1__111_1mn_ DOWEL BAR BASKET PLAN VIEW "U" SHAPE ASSEMBLY SHOWN PAVEMENT LANE WIDTH SPREADER WIRE (TYP.) 11 I 1111 �� 1111 - BOTTOM SPACER BARS BOTTOM SPACER BAR (TYP.) - 0.302" DIAM. 2 PER ASSEMBLY (WELD TO LEG CHAIRS) DOWEL BAR (TYP.) 11 11., 1111 11 2" RYPJ 0 LL TOP SPACER BAR NOTES 1. 2. 3. 4. 5. 6. The "LP shape or "V" shape are both acceptable. Wire sizes shown are minimum required. All wire intersections are to be welded. Basket must be firmly attached to existing or new base. Dowels and Tie Bars shall be held fim11y in the above welded assembly. Do not clip Spreader Wires. DOWEL BAR TOP 1/2" R. PLUS 1/8" SPACER BAR WIRE LEG 1111 1/2 PAVEMENT N W 0 SECTION OA ELEVATION VIEW "U" SHAPE ASSEMBLY SHOWN WIRE LEG (TYP.) BOTTOM SPACER BAR (TYP.) WELD ALTERNATE ENDS OF DOWEL BARS (TYP.) 3/8" MIN. SECTION 12 PAVEMEN N w v WIRE LEG (TYP.) - SEE NOTE 1 "U" SHAPE BOTTOM SPACER BAR DETAIL DOWEL BAR - 12" R. PLUS 1/8" WIRE LEG WIRE LEG DETAILS ISOMETRIC VIEW "U" SHAPE ASSEMBLY SHOWN "V" SHAPE BOTTOM SPACER BAR DOWEL BAR BASKETS STANDARD PLAN A-40.00-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 08-11-09 /MASTATE DEPoON ENGINEER RATE Washington Sats Drywnm.nl of Transportation DRAWN BY: FERN LIDDELL FINISH OUTER EDGE OF PCCP SHOULDER WITH 1/2" RADIUS i 15' - 0" (TYP.) PCCP SHOULDER IF REQUIRED - - 1 1 1 1' - 6" I I I TRANSVERSE CONTRACTION OR CONSTRUCTION JOINT (TYP.) (SEE SECTION VIEWS) HMA SHOULDER IF REQUIRED PLAN VIEW LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINTS (TYP.) (SEE SECTION VIEWS) TIE BARS — #5 BAR x 30" ON 38" CENTERS TYPICAL ALL LANES DOWEL BARS — 1 12" DIAM. x 18" ON 12" CENTERS TYPICAL ALL LANES UNLESS NOTED IN THE PLANS LONGITUDINAL JOINT (SEE SECTION VIEW) FINISH OUTER EDGE OF PCCP SHOULDER WITH 1/2" RADIUS SAWED GROOVE — WIDTH 3;16" MIN., 5/16" MAX OVER MIDPOINT OF BAR SEE STD. SPEC. B -05.3(8)B 0 SECTION VIEW TIE BAR - #5 BAR x 30" ON 38" CENTERS LONGITUDINAL CONTRACTION JOINT DRILL AND GROUT WHEN WIDENING EXISTING PAVEMENTWMTH PCCP SAWED GROOVE — WIDTH 3/16" MIN., 5/16" MAX. DEPTH 1" MIN. SEE STD. SPEC. 506.3(8)C EXISTING PCCP 0 110 BAR - #6 BAR x 30" ON 38" CENTERS SECTION VIEW PCCP TO PCCP LONGITUDINAL CONSTRUCTION JOINT EXISTING PCCP SAWED GROOVE — WIDTH 3/18" MIN., 5/18" MAX /— DEPTH 1" MIN. SEE STD. SPEC. 504.3(12)B HMA SECTION VIEW PCCP TO HMA LONGITUDINAL JOINT SAWED GROOVE — WIDTH 3/18 " MIN., 5/16" MAX OVER MIDPOINT OF BAR SEE STD. SPEC. 6-05.3(8)B SECTION VIEW DOWEL BAR — 1 12" DIAM. x 18" ON 12" CENTERS TRANSVERSE CONTRACTION JOINT SAWED GROOVE — WIDTH 3/18" MIN., 5/16" MAX DEPTH 1" MIN. SEE STD. SPEC. 6.06.3(8)C SECTION VIEW DOWEL BAR — 1 12" DIAM. x 18" ON 12" CENTERS TRANSVERSE CONSTRUCTION JOINT CEMENT CONCRETE PAVEMENT JOINTS STANDARD PLAN A-40.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich ll/ 08-11-09 AIM Wa.Flnplon Slag D.parenxq of T,muporlalion STAIE DESIGN ENGINEER DATE DRAWN BY: FERN LIDDELL OR 00.303 7 DOWEL BAR (TYP.) - SEE PLACEMENT DETAIL, SHEET 2 EXISTING CEMENT CONCRETE w PAVEMENT Z L ROADWAY MEDIAN INSIDE LANE \ DOWEL BAR (TYP.) - SEE PLACEMENT DETAIL, SHEET1=10 00.0 2\ w EXISTING CEMENT CONCRETE PAVEMENT y 0 L PLAN VIEW PLAN VIEW DOWEL BAR RETROFIT DOWEL BAR RETROFIT FOR ONE LANE FOR TWO LANE DIVIDED HIGHWAY (ONE WAY TRAFFIC) DIVIDED HIGHWAY (ONE WAY TRAFFIC) FOR EACH LANE IN UNDIVIDED HIGHWAY (TWO WAY TRAFFIC) INSIDE LANE OUTSIDE LANE 1 -6" 11,-0.11'-a,) I I � I I p • D SECTION OB LANE LANE I ' "II I- I' "I I 1 1 1 I I I I I I I' I' -I I' I' " I 1 I I I 1 I I • p 0 11 • o . SECTION O DOWEL BAR (TYP.) - SEE PLACEMENT DETAIL, SHEET 2 EXISTING CEMENT CONCRETE PAVEMENT SKEWED TRANSVERSE CONTRACTION JOINT SEE STD. PLAN M10.1O PLAN VIEW SKEWED JOINT DETAIL LANE 1'-0"1 -DI 1 6" I SECTION O pt DOWEL BAR RETROFIT FOR CEMENT CONCRETE PAVEMENT STANDARD PLAN A-60.20-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 08-11-09 .01114. Washington Stale Department ofTTmnpodMten STATE DESIGN ENGINEER M' 1 • 4 • • 4" • A a Y 8" DI 2" CLR - r��,ti`1 11 • 8" DUCTILE IRON PIPE & FITTINGS kr 3" CLR NOTES 1 CONCRETE SHALL BE CL 4000 2 REBAR SHALL BE #4 3 8" INLET AND 8" OUTLET SHALL BE GROUTED IN PLACE UTILIZING NON -GYPSUM BASED GROUT 4 FRAME AND GRATE SMALL BE PER NEENAH FOUNDRY R -4990 -HX (TYPE Q) OR APPROVED EQUAL 5 FORMING AND ADDITIONAL DIMENSION SHALL BE PER NEENAH FOUNDRY DETAILS FOR HEAVY DUTY FRENCH R-4990 SERIES 6 ALL CONCRETE JOIN -IS SHALL BE EPDXY SEALED PER WSDOT SECTION 6-02 HEAVY DUTY FLOOR TRENCH SCALE: 1 "=1 U' CONTRACTOR TO FORM AND CONSTRUCT HEAVY DUTY FLOOR DRAIN TRENCH PER NEENAH FOUNDRY R -4990 -HX (TYPE Q) OR APPROVED EQUAL FORM STRUCTURE TO ACCEPT 8" DUCTILE FROM THE WEST AS SHOWN OUTLET SHALL BE 8" DUCTILE, BOTTOM DROP, PER PROJECT DETAIL THIS SHEET CONTRACTOR TO SAW CUT , REMOVE AND DISPOSE OF EXISTING CONCRETE PLACE NEW TRENCH DRAIN AND PATCH CONCRETE PER CITY PAVEMENT REPAIR DETAIL W/ CLASS 4000 CONCRETE CONTRACTOR TO INSTALL (2) TRENCH DRAIN UNITS PER NEENAH FOUNDRY R -4996-C (OR EQUIVALENT) w/ GRATED COVER AND 8" SIDE OUTLET TO CONNECT TO MAIN TRENCH DRAIN, OR APPROVED EQUAL NEW 8" DI PIPE 0 01 ft/ft CB RIM 1 14 72 IE 1112 82 8" CONSTRUCT CINCH THICK CEMENT CONCRETE OVER 4 INCH CRUSHLD SURFACING TOP COURSE AND 24 INCH OF GRAVEL BASE ;SEE DETAIL UTILIZE THE SLAB JOINT LAYOUT AS SHOWN ON THE PLANS WITH DOWELING PER WSDOT STANDARD PLAN A-1 CONCRETE SLAB 1/4" OF SLOPE PER FOOT SLOPED TO FLOOR DRAINS 10' CONSTRUCT/INSTALL NEW 2500 GAL WASH VAULT W/ FULL TOP SMALL SLOTTED FRAME & GRATE ALL H2O LOADING WITH REMOVABLE BAFFLE PER UTILITY VAULT CO #712 -LA OR APPROVED EQUAL I s CONCRETE JOINTS ARE TO BE POURED JOINT W/ DOWELING TYPICAL Q 4 CL 4000 CONCRETE TOP COURSE { a GRAVEL BASE NOTES 1 ALL DEPTHS ARE COMPACTED DEPTHS 2 ALL CONCRETE JOINTS SHALL BE EPDXY SEALED PER WSDOT SECTION 6-02 3 DOWEL BARS ARE TO BE DRILLED AND EPO)(IEp INTO EXISTING CONCRETE AROUND THE EXTERIOR 4 UNSUI FABLE FOUNDATION EXCAVATION PRELIMINARY DEPTH OF 2' FOR QUANTITY CALCULATION FINAL DEPTH AS DIRECTED BY THE ENGINEER WEST SLAB STREET /1/1— //I/— //IL-- IN/- //// /11/— /11/- 8" CONCRETE SLAB STORMWATER 2 riza CID s CB RIM 1114 30 IE 1112 30 c) z D N 467271 2889, E 1630305 2766 CRITICAL CROSSING NEW IE 1111 74 EX IE 1111 45 BOULEVARD VICI ; ITY MAP N 467331 0228, E 163 CRITICAL CROSSING NEW IE 111122 EX IE 1110 77 co N 467339 1667, E 1630324 0228 CRITICAL CROSSING NEW IE 111114 EX IE 1110 61 CONTRACTOR TO REMOVE & ABANDON EXISTING DRAIN PIPE AND CAP CONTRACTOR TO REPLACE EXISTING ASPHALT PAVING PER ASPHALT REPAIR DETAIL N 467255 9157 E 1630306 8751 SDMH RIM 1113 41 IE 1110 61 SDMH RIM 1111 41 IE 1108 61 10" D CONCRETE JOINTS ARE TO BE POURED JOINTS W/ DOWELING TYPICAL CONTRACTOR TO PLACE OVERHEAD DOOR DETECTION LOOP INTO NEW CONCRETE SLAB CONSTRUCT 8 INCH THICK CEMENT CONCRETE OVER 4 INCH CRUSHED SURFACING TOP COURSE AND 24 INCH OF GRAVEL BASE SEE DETAIL UTILIZE THE SLAB JOINT LAYOUT AS SHOWN ON THE PLANS WITH DOWELING PER WSDOT STANDARD PLAN A-1 CONCRETE SLAB 1/4" OF SLOPE PER FOOT SLOPED TO FLOOR DRAINS SDMH RIM 1113 69 IE 1110 59 r -ASPHALT" co c� C} -GRAVEL- CONTRACTOR TO SAW CUT AND REPLACE EXISTING ASPHALT PAVING PER ASPHALT REPAIR DETAIL N 467468 2964, E 1630356 9237 CRITICAL CROSSING NEW IE111007 EX IE 1110 86 CONTRACTOR TO REMOVE FENCE FABRIC AS NEEDED AND REPLACE AFTER PIPE INSTALL FENCE OPENING IS NOT TO BE LEFT OPEN OVERNIGHT FOR SECURITY MASPHALT,- OIL/WATER SEPARATOR REMOVABLE (H-20 STEEL FRAME & GRATE w/ SMALL OPENING (APPROX 1/2"x3") NEW8" DUCTILE REMOVABLE STEEL COVER --- REMOVABLE BAFFLE (0 r- 1) • NEW 8" PVC PROFILE VIEW NEW 8" DUCTILE 12' 10' 4 -3, NOTES 1 EXISTING CONCRETE INLET STRUCTURE TO BE REMOVED AND DISPOSED OF 2, CONNECT NEW 8" INLET AND 8" OUTLET INTO STRUCTURE UTILIZING NON -GYPSUM BASED GROUT 3 PVC ti It PLAN VIEW PRECAST CONCRETE WASH VAULT 0 `I City Of Yakima - Engineering Division 129 North Second Street Yakima, Washington PRECAST CONCRETE WASH VAULT TO BE SIZED TO STORE A MINIMUM OF 2500 GALLONS W/ REMOVABLE BAFFLE APPROXIMATE INTERIOR SIZE 7)(12'X7 5'H WITH OPEN TOP AND SMALL SLOTTED GRATE (OPENING SIZE APPROX 1/2"x3") WITH OVERALL DIMESION OF APPROX 6'X10' BAFFLE TO BE REMOVABLE FOR CLEANING STRUCTURE AND GRATE TO BE H2O LOADING MINIMUM UTILITY VAULT CO 712 -LA OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER 4 ALL CONCRETE JOINTS SHALL BE EPDXY SEALED PER WSDOT SECTION 6-02 Project Engineer: D ford Drawing Scale. Horizontal Vertical AS SHOWN ii 1 SDMH RIM 1113 43 IE -x x CRITICAL CROSSING N 467409 5339, E 1630343 4566 CONSTRUCT NEW OIL/WATER SEPARATOR 253 -SA PER UTILITY VAULT COMPANY OR EQUIVALENT RIM EL 1115 75 IE 1110 52 CONTRACTOR SHALL POTHOLE THE THE CRITICAL CROSSING LOCATIONS PRIOR TO THE INSTALLATION OF THE 8" PROCESS WATER ,LOCATIONS PIPE THE ELEVATIONS WILL NEED TO BE VERIFIED AND DETERMINE AT THAT TIME IF ANY ADJUSTMENTS ARE REQUIRED. IF NO ADJUSTMENTS ARE REQUIRED OF THE 12" WATERMAIN, THE CONTRACTOR SHALL INSTALL A PRESSURE RATED PIPE SLEEVE AROUND THE 8" PROCESS WATER DISCHARGE PIPE. POTHOLING MUST BE COMPLETED ASAP KEEPING IN MIND THAT IF MODIFICATIONS TO THE 12" WATERMAIN MUST BE MADE, CITY FORCES WILL REQUIRE TIME TO ORDER PARTS AND COMPLETE. CONTRACT TIME WILL NOT BE EXTENDED WITHOUT PRIOR ENGINEER APPROVAL. 'ASPHALT, - 2010 Mass Transit Facility Improvements Public Works Facilities - Fruitvale Boulevard Transit Building Floor Slab Repair 'lilt 1 `�• E R Sya AN, 0 411 s 99407 ks'orsnitO TONAL 0( 0 C pf,OC 47t.� R4/S © oo86 prig N 467454 9787, E 1630356 0074 CONSTRUCT NEW SAMPLING PORT PER CITY STANDARD X X N' 466512 690E 1630820 890 EL 1108 810 Pin In 2" Iron Pipe In Case Fruitvale Blvd & P C, W of 21st Ave ASPHALT^^ NEW 8" 1DVC PROCESS WATER DISCHARGE PIPE, 21 LF a[7 0 0086 FT/FT GRAVE N 467474 4944, E 1630361 3972 CONSTRUCT NEW MANHOLE OVER EXI TING 8" PVC SEWER RIM EL 1115 86 1E1 1109 93 X X E--4 cr) LL1 11) -.ASPHALT,- Overall City of Yakima Project No. 2184 1 12" }MIN 1 - - l 6" D STORMWATER TREATMENT SYSTEM #1 INSTALL 5 STORMCHAMBER UNITS PER PROJECT DETAIL SIGN SHOP N 467045 8983, E 1630703 3375 INSTALL AQUA -SWIRL CONCENTRATOR STORMWATER TREATMENT SYSTEM MODEL AS -2 CFD ADJUST TO FINISHED GRADE UTILIZING TRAFFIC LOADING CONCRETE PAD IE IN 110395 IE OUT 1103 95 6"D O 6"D CAP EXISTING PIPE iv S SCALE: r=20' WATER & IRRIGATION RIMH114 02 IE-x.x 6" 8" S 6" W SSW RIM 111395 IE -x x PLANTER RIM 111124 Ic-x.x 4 X N X Wv4 wv l ASPHALT REPAIR AREA ASPHALT REPAIR AREA X X N 466946 6485, E 1630586 3812INSTALL CATCH BASIN, TYPE 2 WITH FRAME & COVER ADJUST TO FINISHED GRADE IE IN 1105 65 IE OUT 1105 65 —I CAP EXISTING PIPE INSTALL 1 STORMCHAMBER UNIT PER PROJECT DETAIL CONSTRUCTION GEOTEXTILE FOR SEPARATION AT STONE/SOIL INTERFACE 90% COMPACT ED CRUSHED SURFACING BASE COURSE TO SURFACE -'1.4'" yr 6" MIN 3/4" - 2" CRUSHEL) WASHED STONE 3" TYP IN FLOW LOCATION (UP TO 30" O D PIPE) STORMCHAMBER LIGHT WEIGHT STABILIZATION NETTING (SUPPLIED) UNDER ALL STORMCHAMBERS STORMCHAMBER INSTALLATION COVER 1/2" e ' e " CONCRETE' GRAVEL BACKFILL - RISER 1/2" RAME 1/2" CONCRETE 4 a 44 4. 4 h.7GRAVEL BACKFILL H-20 TRAFFIC LOADING MANHOLE FRAME & COVER GRAVEL BACKFILL SHALL EXTEND AT LEAST 3 5 FEET [1067 MM) OUTWARD FROM SWIRL CONCENTRATOR AND FOR THE FULL HEIGHT OF THE SWIRL CONCENTRATOR (INCLUDING RISER) EXTENDING LATERALLY TO UNDISTURBED SOILS (SEE MH DETAIL BELOW) PIPE COUPLING BY CONTRACTOR 12" LONG STUB -OUT BY MANUFACTURER 66" 054" A z z CONSTRUCTION GEOTEXTILE FOR SEPARATION AGAINST TRENCH WALL 6" MIN PLAH1ER X X Mt, x x 0 X 8" S X LT 6" W X STORMCHAMBER 4' X 7' L HEAVYWEIGHT STABILIZATION NETTING (SUPPLIED) UNDER FLOW RECEIVING STORMCHAMBERS MANHOLE FRAME AND COVER BY MANUFACTURER (SEE DETAILS) FINISHED GRADE 32" STORMCHAMBER LAY-UP LENGTHS RIM ELEVATIONS TO MATCH FINISHED GRADE HDPE 7 RISERS CAN BE FIELD CUT BY CONTRACTOR PIPE COUPLING BY CONTRACTOR 12" LONG STUB -OUT BY MANUFACTURER VENT ARCHED BAFFLE OCTAGONAL BASE PLATE RISER ARCHED BAFFLE VENT= N w ce SWIRL OUTLET 42" GRAVEL BACKFILL PLAN VIEW SECTION A -A AQUA SWIRL CONCENTRATOR MODEL AS -4 � t M ` + ' BEDDING- Y „ •. Y t+ y .• i N .� r A X SCALE: 17=20' ANCHOR PANEL 8 Ln 0J 00 ASPHALT.. 111 04 B WEST " vw x STORAGE STORAGE STORAGE ROAD SALT STORAGE N 467310 9345 E 1630703 3375 ASPHALT REPAIR AREA SOMH RIM 111343 1E110953 12" D CAP EXISTING PIPE 122" -ASPHALT- C x X 1 7 f x x 11 11 N 467311 0701, E 1630747 2753 CONNECT NEW 12" CONCRETE STORMWATER PIPE TO EXISTING FITTINGS FOR CONNECTION AS APPROVED BY THE ENGINEER PIPE COUPLING BY CONTRACTOR 12" LONG STUB -OUT BY MANUFACTURER O 13E1E1 301300 300000000 00130 313000 300E1130000 0:009 30000300000000 0000 30000300000000 000030000200000000 000030000300000000 13131313500003013000000 O 01313300003000013000 0009300130,200000000 O 0R707gp0p 0980300001300000000 O 01303130013300000000 0000309003000000130 000 0000 ns,n 000 000 000 000 O 00 000 000 0130 000 0 30000300000000 13 99092000000300 • 13 0000 2000000/30 n 1nn(Inr1 1330000p00000000 93130003130000000 9700003000130000 01300003000130000 1330000309000000 930000300000000 030000300000000 9300003130000000 0301300300000000 0 000nnnn� • B PLAN VIEW 3 EVENLY SPACED DISTRIBUTION SLOTS REMOVABLE CENTER PANEL 32" OD x STREET x 1 1 1 L x 1 1 1 1 W 8" W CONTRACTOR TO COORDINATE CONSTRUCTION SCHEDULE WITH WATER/IRRIGATION UTILITY DIVISION FOR EQUIPMENT LAY -DOWN AREA COITTRACTOR TO INSTALL STORMWATER CONCENTRATOR, DISTRIBUTION CHAMBERS, AND OVERFLOW CATCH BASINS AND PIPING PER PROJECT DETAIL 12" CLASS IV REINFORCED CONCRETE CULVERT PIPE 2C1LFc001ft/ft , 3 EVENLY SPACED DISTRIOUTIO i SLOTS FILTER MEDIA BEDDING GRAVEL BACKFILL SHALL EXTEND AT LEAST 3 5 FEET OUTWARD FROM SWIRL CONCENTRATOR AND FOR THE FULL HEIGHT OF THE SWIRL CONCENTRATOR (INCLUDING RISER) EXTENDING LATERALLY TO UNDISTURBED SOILS GRADE (RIM) 0) w RISER 0 42" S tiK%o- ,7117777".1 11 111�Jadl 1 '114 ';1 REMOVABLE D--- REMOVABLE CENTER PANEL LADDER BEDDING 4 • r'7 «0 FILTER OUTLET FILTER MEDIA rn N .l0 /lU-llll Nll-llll AQUA SWIRL FILTER MODEL AF -4.2 UNDISTURBED SOILS City Of Yakima - Engineering Division 129 North Second Street Yakima, Washington _ -- Project Engineer. Nord Drawing Scale Horizontal = Vertical = AS SHOWN SECTION A -A ANCHOR PANEL FEET BEDDING ///!//// BEDDING TillIIIU�NDISTUIBEDII/III/ SOILS SECTION B -B 1/////// BEDDING ri x N 467422 1283 E 1630949 7305 i Lr INSTALL 4 ROWS OF 11 STORMCHAMBER UNITS PER PROJECT DETAIL 11119M1 M - 12" PVA BOLLARD mg= lipias 12" CONC INSTALL CATCH BASIN, TYPE 2 WITH FRAME & COVER ADJUST TO FINISHED GRADE RIM EL 1112 95 IE IN 1106 87 IE OUT (NORTH) 1107 54 IE OUT (EAST) 1106 87 - BEDDING llll-1/V llU-llll SOILS SECTION C -C AQUA SWIRL 72 - INCH ID FILTRATION CHAMBER w/2 ROW FILTER BED 2010 Mass Transit Facility Improvements Public Works Facilities - Fruitvale Boulevard Transit Facility Repairs 11 1 'wPv- 1 1 1 1 12° PVC BOLLARD N 467311 7415, E 1630971 7805 INSTALL AQUA -SWIRL CONCENTRATOR STORMWATER TREATMENT SYSTEM MODEL AS -4 RIM EL 1113 05 IE IN 1106 83 IE OUT 1106 80 BOLLARD STORMWATER TREATMENT SYSTEM #2 12" PVC z r:4 0 z BOLLARD cr; cn INSTALL AQUA -FILTER AQUA SWIRL 72 - INCH ID FILTRATION CHAMBER w/2 ROW FILTER BED RIM EL 1113 25 IE IN 1106 80 IE OUT 1105 30 12" CONC Overall City of Yakima Project No. 2184