Loading...
HomeMy WebLinkAbout2007-061 2008 Pedestrian Crossings Agreement with Knobel's Electric, Inc. c/ caPgk. . . C ity o f Eng Division .. . , 2008 Pedestr Cro ss i ngs At 16th Avenue & Bonnie Doone Avenue 4th Street & MLK Boulevard 16th Avenue & Hathaway Street North First Street &East 'N' Street , ,.4,„,1 1. p , . : . ...„..4..,:f:V.:4h:::sig::.'s-,-.17-7:2.-':.:;'.:- -'''''. - - :.*:',.' 0,7,— '= . ' :' , - .", ,:.:if:,'.0qP..!•NIWAVO.iiNill'hIlit!,:',"14:1114.:.0 ' : :'. * ,., '4 r. , ti -. : .....,,,!..!., ''''''. ,,, lii"7' _:'!„,,.......,d,...7,740.,Pti':,1' '1,',',:;:',,,'",;:1:,!'!-, sl.A.,,,.. E , . - .; i i. -- ' - t ,t#I7, ; 4: " 54 :41 , :n . z-'7 4,, '..:4I:i1--#',-,.1,.'#--r,',,,...,-..,:.I-.:„.I-- ' r .., . .. 7:i....„. ., f - S ...,.m y €r m R , Construction Contract Specifications & Bid Documents City Project No• 2236 r- R 0 129 North Second Street = Phone (509) 575-6111 Yakima, WA 98901 " e Fax (509) 576 -6314 July 2008 / 1 a � ' rf tom' hfp' FT 3F COMMUNITY ITYAN DEVELOPMENT �! /.::•a S����'R.t�1 Bf A.��liL�{'��LVl -�i�' � OF I.YfIY1LF'�G_ %LYR4 P AND ECONOMIC FTC oiirrt�.. ? Cook, Dit -ec p � `` .: -.`!� ' �,� J• %l E x ee mart- 129 North Second Street Yakima. Washington 98901 Phone: (509) 575 -6111 e Fax (509) 576 -6305 August 18, 2008 Knobel's Electric, Inc. 801 Tennant Lane Yakima, WA 98901 ATTN: Clifford Knobel, President Re: 2008 Pedestrian Crossings City of Yakima Project No. 2236 Dear Mr. Knobel: The City Manager of the City of Yakima has authorized award of the above referenced project to your company on the basis of your low bid submitted on August 13, 2008, in the amount of $311,584.60. This letter is official notification of the award of the contract to your company by the City of Yakima. We h d ie prepar three (3) copi of the Contract and performance bond, 1 with �.•� �..� copies N v� i i iai i�� vvi �u, along v ✓iu i certificate of insurance information as well as one complete set of plans and specifications for your surety. You have ten (10) days from this date to sign the three (3) copies, furnish the required Performance Bond and Certificate of Insurance and return them to our office. The complete surety set is for you to send to your surety. Your attention is directed to Section 1 -07.18 Public Liability and Property Damage Insurance (APWA only) of the APWA Supplement to the Standard Specifications for coverage limits, additional insurance requirements and special ACORD form wording. When these items have been approved, the City will execute the contract form and bind a signed contract, certificate, and proposal into contract document books. The three completed books will be distributed to the City Clerk, City Engineer, and Contractor. Please contact Bruce Floyd, (509) 575 -6138, within ten (10) days of this date, to schedule a pre - construction conference and discuss various forms and documentation that must be completed and turned in to him at that Conference. The Notice to Proceed will also be discussed at the Pre - construction Conference. For your information, we are enclosing a Liability Certificate Checklist and a copy of the bid summary for this project. Sincerely, Brett Sheffield, P.E., Chief Engineer cc: Bruce Floyd, Construction Supervisor Wendy Leinan, Contract Specialist City Clerk `ai; ma Finance kmsn�Gt3 File Page 1 of 2 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT �,,,. William R. Cook, Director x . t Engineering Division t tz, .;)11' t .. ``t 4 J :i 129 North Second Street, 2 °d Floor ' Yakima, Washington 98901 " *' ` ' (509) 575 -6111 - Fax (509) 576 -6305 ADDENDUM NO. 1 TO THE BID DOCUMENTS & SPECIFICATIONS FOR THE CITY OF YAKIMA, WA for 2008 Pedestrian Crossings CITY OF YAKIMA PROJECT NUMBER 2236 TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Bid & Contract Documents shall be modified as follows: ITEM 1. Standard Specifications; Special Provisions Section 8 -20: Section 8 -20 Illumination, Traffic Signal Systems and Electrical (page 52) 8- 20.3(9) Bonding, Grounding The first paragraph of this section in the Construction Contract Specifications and Bid Documents shall be deleted. ITEM 2. Standard Specifications; Special Provisions Section 9 -29: Section 9 -29 Illumination. Signals, Electrical, (page 57) 9- 29.13(7) Traffic- Actuated Controllers This section of the Standard Specifications for Road, Bridge and Municipal Construction is supplemented with the following and added to the Construction Contract Specifications and Bid Documents: The signal controller shall be a Siemens Eagle 2070N (NEMA) traffic- actuated controller. The controller shall include the latest version of the NWSCentral (System Operation) software, and the controller manufacturer shall include two days of controller- operation and NWSCentral software training for the all City of Yakima technical traffic signal staff. The controller shall be tested by the City of Yakima, along with the cabinet, as described in section 8- 20.3(11) prior to the traffic signal turn. PEEK Double Diamond, or EDI Traffic MMU -12 or 16, or equivalent, with front panel keypad entry. Addendum 1 1 of 2- 8/4/08 9- 29.13(7)D NEMA Controller Cabinets This section of the Construction Contract Specifications and Bid Documents is deleted and replaced with the following: The cabinet manufacturer shall supply a NEMA Type "P" (P -44) traffic signal controller cabinet, 55" high, 44" wide, and 26" deep. The cabinet shall be wired to operate an NWS M -1 ATC or LMD 9200 controller (with most current firmware /software applicable to the controller available.) The cabinet shall have 16 load bays /positions, and heavy -duty load switches with 40 -amp triacs and input and output indicators. The cabinet shall be configured for eight vehicle phases (phases 1 through 8), four overlaps (ABCD), four pedestrian WALK / FDW intervals, four emergency preempts, and for protected - permissive left -turn phasing. It shall also be wired to operate the odd -phase bimodal GREEN / YELLOW Arrow - interval indications, with NO visible corresponding odd phase RED Arrow- interval indications. Also, the cabinet shall be wired for all vehicle phases to flash red (if applicable). The cabinet door lock shall be a Best Lock CX series, cored for the City of Yakima YT -1 key. The cabinet shall include a permanent, washable, metal, hospital grade intake filter, a CD, two Tyvek copies of the cabinet drawings and one service manual. The manufacturer shall not install a display panel. The cabinet shall have a solid -state bus transfer relay. The flash transfer relays shall be mechanical. The cabinet's main circuit breaker shall supply power to all devices in the cabinet except the cabinet light and maintenance panel convenience outlet, which shall be supplied through a 15 amp auxiliary circuit breaker. This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. APPROVED: - ' , . -, 4-_ u`, Brett H. j ° ffield, P.E. Date Chief Engineer • END OF ADDENDUM NO. 1 Addendum 1 2 of 2- 8/4/08 City Of Yakima 2008 Pedestrian Crossings 16th Avenue & Bonnie Doone Avenue 4th Street & MLK Boulevard 16th Avenue & Hathaway Street North First Street & East 'N' Street City Project No. 2236 S NZ\' - A 4 % ,<■ (13 " 7 7c1 . .A 10/13/2009 1 CONTENTS CITY OF YAKIMA 2008 Pedestrian Crossings 16th Avenue & Bonnie Doone Avenue 4th Street & MLK Boulevard 16th Avenue & Hathaway Street North First Street & East 'N' Street City Project No. 2236 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications 7 Amendments to the 2006 Standard Specifications 7 CONTRACT PROVISIONS General Special Provisions 17 Project Description 18 1 -02 Bid Procedures and Conditions 19 1 -03 Award and Execution of Contract 23 1 -04 Scope of Work 25 1 -05 Control of Work 26 1 -06 Control of Materials 30 1 -07 Legal Relations and Responsibilities to the Public 32 1 -08 Prosecution and Progress 40 1 -09 Measurement and Payment 44 1 -10 Temporary Traffic Control 45 2 -02 Removal of Structures and Obstructions 46 2 -03 Roadway Excavation and Embankment 47 2 -07 Watering 48 5 -04 Hot Mix Asphalt 49 8 -01 Erosion Control and Water Pollution Control 50 8 -04 Curbs, Gutters and Spillways 50 8 -14 Cement Concrete Sidewalks 51 8 -20 Illumination, Traffic Signal Systems, and Electrical 52 8 -30 Repair or Replacement (New Section) 56 9 -29 Illumination, Signals, Electrical 57 STANDARD PLANS 61 Contract Form 65 Performance Bond Form 67 Informational Certificate of Insurance 69 Informational Additional Insured Endorsement 71 Minimum Wage Affidavit Form 73 PREVAILING WAGE RATES Prevailing Wage Rates 75 (State Wage Rates attached as Supplements) PROPOSAL Proposal Form 77 Item Proposal Bid Sheet 79 3 Bid Bond Form 81 Non - Collusion Declaration 83 Non - Discrimination Provision 85 Subcontractor List 87 Women and Minority Business Enterprise Policy 89 Council Resolution 91 Affirmative Action Plan 93 Bidders Certification 95 Materially and Responsiveness 97 Proposal Signature Sheet 99 Bidders Check I ict 101 • PLANS & DE I AILS Project Details Standard Details Traffic Control Plan construction Plans 4 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 August 13, 2008 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA 2008 Pedestrian Crossings 16th Avenue & Bonnie Doone Avenue 4th Street & MLK Boulevard 16th Avenue & Hathaway Street North First Street & East 'N' Street City Project No. 2236 This project will consist of furnishing all labor, materials and equipment to construct pedestrian crossing signals at 4 locations within the City of Yakima. The locations are; South 16 Avenue and Bonnie Doone Avenue west of Yakima Valley Community College, 4 Street and Martin Luther King Boulevard north of the Yakima Herald Republic Newspaper office, 16 Avenue and Hathaway Avenue east of the Department of Social Health Services office and North First Street and 'N' Street east of the Union Gospel Mission all in accordance with the Plans and Specifications as prepared by the Chief Engineer of the City of Yakima. 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 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. 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 21st day of June, 2008 (SEAL) Deborah J. Moore CITY CLERK PUBLISH: July 30, 2008 July 31, 2008 5 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2006 Standard Specifications • • STANDARD SPECIFICATIONS The 2008 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, by this reference, are made a part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2008 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 -03, AWARD AND EXECUTION OF CONTRACT April 7, 2008 1 -03.1 Consideration of Bids This section is supplemented with the following new sub - section. 1 03.1(1) Tied Bids After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie - breaker will be determined by drawing as described in this Section. Two or more slips of paper will be marked as follows: one marked 'Winner" and the other(s) marked "unsuccessful ". The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked "Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders that submitted a Bid total that is exactly equal to the lowest responsive Bid are eligible to draw. SECTION 1-04, SCOPE OF THE WORK April 7, 2008 1- 04.4(1) Minor Changes The first sentence in the first paragraph is revised to read: Payments or credits for changes amounting to $15,000 or less may be made under the bid item "Minor Change." 7 1 -04.5 Procedure and Protest by the Contractor In the second paragraph, number 2, the reference to 7 calendar days is revised to 14 calendar days. The second sentence in the fifth paragraph is revised to read: The determination will be provided within 14- calendar days after receipt of the Contractor's supplemental written statement (including any additional information requested by the Project Engineer to support a continuing protest) described in item 2 above. SECTION 1 -05, CONTROL OF WORK April 7, 2008 1 -05.1 Authority of the Engineer The fourth paragraph is revised to read: At the Contractor's risk, the Project Engineer may suspend all or part of the Work according to Section 1 -08.6. 1 - 05.12 Final Acceptance The second paragraph is revised to r The Contractor agrees that neither completion nor final acceptance shall relieve the Contractor of the responsibility to indemnify, defend, and protect the Contracting Agency against any claim or loss resulting from the failure of the Contractor (or the subcontractors or lower tier subcontractors) to pay all laborers, mechanics, subcontractors, materialpersons, or any other person who provides labor, supplies, or provisions for carrying out the Work or for any payments required for unemployment compensation under Title 50 RCW or for industrial insurance and medical aid required under Title 51 RCW. SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC April 7, 2008 1- 07.2(2) State Sales Tax: Work on State -Owned or Private Land The following new paragraph is inserted in front of the first paragraph: State Department of Revenue Rule 170 and its related rules apply for this section. 1 07.9(1) General The following new paragraph is inserted to follow the sixth paragraph: The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition "Contractor" in WAC 296 -127- 010, complies with all the requirements of RCW 39.12. 1 07.15(1) Spill Prevention, Control and Countermeasures Plan This section is revised to read: The Contractor shall prepare a project - specific spill prevention, control, and countermeasures plan (SPCC Plan) that will be used for the duration of the project. The 8 Contractor shall submit the plan to the Project Engineer no later than the date of the preconstruction conference. No on -site construction activities may commence until WSDOT accepts an SPCC Plan for the project. The term "hazardous materials ", as used in this Specification, is defined in Chapter 447 of the WSDOT Environmental Procedures Manual (M31 -11). Occupational safety and health requirements that may pertain to SPCC Plan implementation are contained in but not limited to WAC 296 -824 and WAC 296 -843. Implementation Requirements The SPCC Plan shall be updated by the Contractor throughout project construction so that the written plan reflects actual site conditions and practices. The Contractor shall update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan on the project site. All project employees shall be trained in spill prevention and containment, and shall know where the SPCC Plan and spill response kits are located and have immediate access to them. If hazardous materials are encountered or spilled during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. The Contractor shall supply and maintain spill response kits of appropriate size within close proximity to hazardous materials and equipment. The Contractor shall implement the spill prevention measures identified in the SPCC Plan before performing any of the following: 1. Placing materials or equipment in staging or storage areas. 2. Refueling, washing, or maintaining equipment. 3. Stockpiling contaminated materials. SPCC Plan Element Requirements The SPCC Plan shall set forth the following information in the following order: 1. Responsible Personnel • Identify the name(s), title(s), and contact information for the personnel responsible for implementing and updating the plan, including all spill responders. 2. Spill Reporting List the names and telephone numbers of the federal, State, and local agencies the Contractor shall notify in the event of a spill. 3. Project and Site Information Describe the following items: A. The project Work. B. The site location and boundaries. C. The drainage pathways from the site. D. Nearby waterways and sensitive areas and their distances from the site. 4. Potential Spill Sources 9 Describe each of the following for all potentially hazardous materials brought or generated on -site (including materials used for equipment operation, refueling, maintenance, or cleaning): A. Name of material and its intended use. B. Estimated maximum amount on -site at any one time. C. Location(s) (including any equipment used below the ordinary high water line) L the 1 will be 1. J 1 lined where the material win be staged, used, and stored and the distance(s) from nearby waterways and sensitive areas. D. Decontamination location and procedure for equipment that comes into contact with the material. E. Disposal procedures. al. Pre-Existing Contamination Describe any pre - existing contamination and contaminant sources (such as buried pipes or tanks) in the project area that are described in the Contract documents. Identify equipment and work practices that will be used to prevent the release of contamination. 6. Spill Prevention and Response Training Describe how and when all personnel (including refueling contractors and Subcontractors) will be trained in spill prevention, containment and response in accordance with the Plan. Describe how and when all spill responders will be trained in accordance with WAC 296 -824. 7. Spill Prevention Describe the following items: A. Spill response kit contents and location(s). B. Security measures for potential spill sources. C. Secondary containment practices and structures for hazardous materials. D. Methods used to prevent stormwater from contacting hazardous materials. E. Site inspection procedures and frequency. F. Equipment and structure maintenance practices. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum based products. H. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. 8. Spill Response 10 Outline the response procedures the Contractor will follow for each scenario listed below. Include a description of the actions the Contractor shall take and the specific, on -site, spill response equipment that shall be used to assess the spill, secure the area, contain and eliminate the spill source, and clean up and dispose of spilled and contaminated material. A. A spill of each type of hazardous material at each location identified in 4, above. B. Stormwater that has come into contact with hazardous materials. C. A release or spill of any pre- existing contamination and contaminant source described in 5, above. D. A release or spill of any unknown pre- existing contamination and contaminant sources (such as buried pipes or tanks) encountered during project Work. E. A spill occurring during Work with equipment used below the ordinary high water line. If the Contractor will use a Subcontractor for spill response, provide contact information for the Subcontractor under item 1 (above), identify when the Subcontractor will be used, and describe actions the Contractor shall take while waiting for the Subcontractor to respond. 9. Project Site Map Provide a map showing the following items: A. Site location and boundaries. B. Site access roads. C. Drainage pathways from the site. D. Nearby waterways and sensitive areas. E. Hazardous materials, equipment, and decontamination areas identified in 4, above. F. Pre- existing contamination or contaminant sources described in 5, above. G. Spill prevention and response equipment described in 7 and 8, above. 10. Spill Report Forms Provide a copy of the spill report form(s) that the Contractor will use in the event of a release or spill. Payment Payment will be made in accordance with Section 1 -04.1 for the following Bid item when it is included in the Proposal: 11 "SPCC Plan ", lump sum. When the written SPCC is accepted by WSDOT, the Contractor shall receive 50- percent of the lump sum Contract price for the plan. The remaining 50- percent of the lump sum price will be paid after the materials and equipment called for in the plan are mobilized to the project. The lump sum payment fnr "SPCC Pl shall be full p f or: 1. All costs associated with creating the accepted SPCC Plan. 2. All costs associated with providing and maintaining the on -site spill prevention equipment described in the accepted SPCC Plan. 3. All costs associated with providing and maintaining the on -site standby spill response equipment and materials described in the accepted SPCC Plan. 4. All costs associated with implementing the spill prevention measures identified in the accepted SPCC Plan. 5. All costs associated with updating the SPCC Plan as required by this Specification. As to other costs associated with releases or spills, the Contractor may request payment as provided for in the Contract. No payment shall be made if the release or spill was caused by or resulted from the Contractor's operations, negligence, or omissions. 1 Utility Construction, Removal or Relocation by Others The first sentence in the second paragraph is revised to read: If the Contract provides notice that utility work (including furnishing, adjusting, relocating, replacing, or constructing utilities) will be performed by others during the prosecution of the Work, the Special Provisions will establish the utility owners anticipated completion. The first sentence in the third paragraph is revised to read: When others delay the Work through late performance of utility work, the Contractor shall adhere to the requirements of Section 1 -04.5. SECTION 1 -08, PROSECUTION AND PROGRESS April 7, 2008 1- 08.3(2)A Type A Progress Schedule This section is revised to read: The Contractor shall submit five copies of a Type A Progress Schedule no later than 10 days after the date the contract is executed, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 12 1 -08.5 Time for Completion The third sentence in the first paragraph is revised to read: A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the Contract specifically prohibits Work on the critical path of the Contractor's approved progress schedule, or one of these holidays: January 1, the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. 1 - 08.6 Suspension of Work The first paragraph is revised to read: The Engineer may order suspension of all or any part of the Work if: 1. Unsuitable weather that prevents satisfactory and timely performance of the Work; or 2. The Contractor does not comply with the Contract: or 3. It is in the public interest. 1 - 08.7 Maintenance During Suspension The first sentence in the fourth paragraph is revised to read: If the Engineer determines that the Contractor has pursued the Work diligently before the suspension, then the Contracting Agency will maintain the temporary Roadway (and bear its cost). The fifth paragraph is revised to read: The Contractor shall protect and maintain all other Work in areas not used by traffic. All costs associated with protecting and maintaining such Work shall be the responsibility of the Contractor, except those costs associated with implementing the TESC Plan according to Section 8 -01. The seventh paragraph is revised to read: After any suspension, the Contractor shall resume all responsibilities the Contract assigns for the Work. SECTION 1 -09, MEASUREMENT AND PAYMENT April 7, 2008 1-09.9 Payments The first paragraph is supplemented with the following: For items Bid as lump sum, 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 monthly basis. Lump sum breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction meeting. 13 The second sentence in the third paragraph is revised to read: Unless otherwise provided in the payment clause of the applicable Specifications, partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Project Engineer's determination of the amount of Work performed, with consideration given to but not exclusively based on the Contractors lump sum breakdown. The third paragraph is supplemented with the following: The determination of payments under the contract will be final in accordance with Section 1 -05.1. 1 09.9(1) Retainage in the fourth paragraph, number 1, the reference to $20,000 is revised to read $35,000. SECTION 1 -10, TEMPORARY TRAFFIC CONTROL January. 7 L.)A • 1- 10.5(1) Lump Sum Bid for Project (No Unit Items) • This section is revised to read: "PrnIPnt Temporary Traffic f' Li sum The lump sum Contract payment shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1 -10, except for costs compensated by Bid Proposal items inserted through Contract Provisions as described in Section 1- 10.4(3). SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS April 7, 2008 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters The first sentence in 3. is supplemented with the following: For removal of bituminous pavement, asphalt planing equipment may be used in lieu of sawcutting provided that a clean vertical edge remains. SECTION 5 -04, HOT MIX ASPHALT April 7, 2008 5-04.3(12)B Longitudinal Joints The first two paragraphs are revised to read: The longitudinal joint in any 1 course shall be offset from the course immediately below by not more than 6- inches nor less than 2- inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project Engineer, if: 14 1. The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. a. If a hot -lap joint is allowed at the center of the traffic lane, 2 paving machines shall be used; a minimum compacted density in accordance with Section 5- 04.3(10)B shall be achieved throughout the traffic lane; and construction equipment other than rollers shall not operate on any uncompacted mix. The reference to Standard Plan A -1 in the third paragraph is revised to read "Standard Plan A40.10 -00." 5 04.3(21) Asphalt Binder Revision This section is revised to read: When the Contracting Agency provides a source of aggregate, the expected percentage content of asphalt binder in the resulting mix will be identified in the Contract documents. Should the percentage of asphalt binder shown in the job mix formula for Hot Mix Asphalt produced with Agency - provided aggregate vary by more than plus or minus 0.3- percent from the amount shown in the Contract documents, an adjustment in payment will be made. The adjustment in payment (plus or minus) will be based on the invoice unit cost, including shipping cost, without any markups. The quantity subject to an adjustment shall be the difference between the JMF asphalt binder percentage and the contract document asphalt binder percentage except that the first 0.3% of this difference shall not apply. No adjustment will be made when the Contractor elects not to use a Contracting Agency - provided source, or when no source is made available by the Contracting Agency. 15 SECTION 8 -01, EROSION CONTROL AND WATER POLLUTION CONTROL April 7, 2008 8- 01.3(1) General The ninth paragraph is revised to read: If the Engineer, under Section 1 -08.6, orders the Work suspended, the Contractor shall continue to control erosion, pollution, and runoff during the shutdown. SECTION 8 -20, ILLUMINATION, ION, TRAFFIC SIGNAL SYSTEMS, EMS, AND ELECTRICAL April 7, 2008 8- 20.3(4) Foundations The fifth paragraph is revised to read: Where soil conditions are poor, the Engineer may order the Contractor to extend the foundations shown in the Plans to provide additional depth. Such additional Work will be paid for according to Section 1 -04.4. SECTION 9 -29, ILLUMINATION, SIGNAL, ELECTRICAL April 7, 2008 9 -29.6 Light and Signal Standards This section is supplemented with the following: Materials for steel light and signal standards, and associated anchorage and fastening hardware, shall conform to Sections 9- 29.6(1), 9- 29.6(2) and 9- 29.6(5) unless otherwise specified in one of the following documents: 1. The steel light and signal standard fabricator's pre- approved plan as approved by the Washington State Department of Transportation and as identified in the Special Provisions. 2. The steel light and signal standard fabricator's shop drawing submittal, including supporting design calculations, as submitted in accordance with Sections 6-01.9 and 8- 20.2(1) and the Special Provisions, and as approved by the Engineer. 16 CONTRACT PROVISIONS Special Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2008 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. 17 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This project will consist of furnishing all labor, materials and equipment to construct pedestrian crossing signals a t 4 locations within the City of Yakima. The locations are; South 1 6th A and Bonnie Doone „. I y of u,"m'u. �,,c ,oca�ioiis are, �oi.iu, �y � Vci,uc aiu oni,ie vvvi�c Avenue west of Yakima Valley Community College, 4 Street and Martin Luther King Boulevard north of the Yakima Herald Republic Newspaper office, 16 Avenue and Hathaway Avenue east of the Department of Social Health Services office and North First Street and `N' Street east of the Union Gospel Mission all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1 -01.3 Definitions (May 25, 2006 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", mission ", "Secretary of Transportation", "Secretary", "Headquarters", s" Treasurer" c v e t p ry ", ' l-l.,adquarier.. ,and "State 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 or 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. 18 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. 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. 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 (October 1, 2005 APWA GSP) Bidders shall be qualified by experience, financing, equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily. 19 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 No. of Sets Basis of Distribution Reduced plans (11" x 17 ") 10 Furnished automatically and Contract Provisions upon award. Large plans (e.g., 22" x N/A Furnished only upon 34 ") and Contract request. Provisions Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Invitation to Bid. 1 -02.4 Examination of Plans, Specifications and Site of Work 1- 02.4(1) General This section is supplemented with the following: No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1 -02.5 Proposal Forms (October 1, 2005 APWA 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 DiWWBE 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. 20 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/WBE requirements are to be satisfied through such an agreement. 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 (January 23, 2006 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit price must equal or exceed the minimum amount stated. 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. 21 ( * * * * *) Public Opening Of Proposal Section 1 - 02.12 is supplemented with the following: Date Of Opening Bids Sealed bids are to be received at the following locations prior to the time specified: 1. At the City Clerk's Office, City of Yakima, 129 N. Second Street, Yakima, WA 98901 until 2:00 P.M. of the bid opening date. The bid opening date for this project is as listed in the Invitation to Bid. Bids received will be publicly opened and read after 2:00 P.M. on this date. 1 -02.13 Irregular Proposals (October 1, 2005 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 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; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. 1 -02.14 Disqualification of Bidders (October 1, 2005 APWA GSP) Revise this section to read: A bidder may be deemed not responsible and the proposal rejected if: 1. More than one proposal is submitted for the same project from a bidder under the same or different names; 2. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; 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 22 prequalification amount as may have been determined by a prequalification of the bidder; 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; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; 5. There is uncompleted work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the work bid upon; 6. The bidder failed to settle bills for labor or materials on past or current contracts; 7. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; 8. The bidder is unable, financially or otherwise, to perform the work; 9. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27); 10. There are any other reasons deemed proper by the Contracting Agency. 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. 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 sum price is less than the minimum specified amount, the Contracting Agency will 23 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 applicable 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 II 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 Fourteen (14) calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Sartinn 1-07.1R, anti a caticfartnnr hnnri ac rant lirarl by law and Sartinn 'I -f1 d RPfnrP 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 Six (6) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 -03.4 Contract Bond ( * * * ** 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, 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 1 .:.... of direct -1 :.. a 1..... resulting the failure: any claim of di ect or indirect loss resulting from he 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, 24 materialperson, 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). Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period o one year from and after the final acceptance therof by the Contracting Agency. In addition to the requirements from the Contract Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency, its employees, agents and elected or appointed officials harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. 1 -03.7 Judicial Review Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. SCOPE OF THE 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 /APWA Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT /APWA Standard Plans for Road, Bridge, and Municipal Construction. 25 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. CONTROL OF WORK 1 -05.1 Authority of the Engineer Add 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 of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of th o bli ga ti on t accom th result intended b th Contr nor shall the exercise of such right to reject create a cause for action for damages. Conformity With And Deviations From Plans And Stakes Section 1 -05.4 is supplemented with the following: The Consultant will establish the line and grade of proposed construction by offset stakes and "blue top" hubs as defined below. The Contractor shall establish grades from the Consultant's stakes at suitable intervals in accordance with good practice and which meet with the approval of the Engineer. Where any information on the Plans is insufficient for establishing line and /or grade, the Contractor shall request additional information from the Consultant. Where new construction adjoins existing construction, the Contractor shall make such adjustments in grade as are directed by the Engineer. The Consultant will perform all surveying necessary to check compliance with the Specifications and as required for measuring the quantities of work as specified. The Contractor shall furnish assistance to the Engineer in checking depth and measuring quantities for payment purposes. Offset stakes will be provided by the Consultant one time only for back of curb alignment/top of curb grade at fifty (50) foot intervals, and at all curb returns and catch basins. The Consultant will provide slope staking one time only in areas of significant sloping, establish the centerline for minor structures, and establish bench marks at convenient locations for use by the Contractor. The Consultant will provide "blue top" hubs one time only at fifty (50) foot intervals at subgrade at curb and gutter. The Contractor shall request subgrade "blue top" hubs in accordance with staking request procedures herein specified. The Contractor shall be responsible for installing "blue top" hubs at fifty (50) foot intervals for each course of aggregate. All costs of staking performed by the Contractor shall be considered incidental to the various bid items of the project. 26 Any charges incurred by the Consultant to replace stakes, markers, and monumentation which were not to be disturbed but were damaged by the Contractor's operations, shall be calculated on an hourly basis at the Consultant's normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time and overtime. The Contractor does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Consultant's line and grade, will not be allowed unless the original control points set by the Consultant still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Consultant. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer and Consultant. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 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. 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. 27 1- 05.10(1) General Guaranty and Warranty (NEW SECTION) The following new section shall be added to the Standard Specifications: 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 Engineer's 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 di 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 follo 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. Hpon receipt o f wr itt en notice con in or denying substantial completion, w hichever is •gy • N • concurring in v� � � .yaw., u� �uw vv� � i �, w whichever n.v�.i 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. 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. 28 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 necessary 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 is satisfied the listed deficiencies have been corrected. 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. 29 1 -05.13 Superintendents, Labor and Equipment of Contractor (May 25, 2006 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1 -02.1, it will take these performance reports into account. 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. CONTROL OF MATERIAL 1 -06.2 Acceptance of Materials 1- 06.2(1) Samples and Tests for Acceptance This section 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. 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 (i) 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- 10.3(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). 30 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). Subqrade 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. 31 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 for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place 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 cares 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, or improper maintenance, 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. State Taxes Section 1 -07.2 is supplemented with the following: (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1- 07.2(1) apply. Environmental Regulations 1- 07.5(1) General This section 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. 1- 07.5(4) Air Quality This section is supplemented with the following: The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574 -1410. 32 Permits And Licenses - Section 1 -07.6 is supplemented with the following: 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. The Contractor shall have or obtain a valid City of Yakima Business License for the duration of this project. Contractor's Responsibility for Work 1- 07.13(3) Relief of Responsibility for Damage by Public Traffic Replace with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction. 1 -07.15 Temporary Water Pollution /Erosion Control Replace the second paragraph with the following: The Contractor shall perform all temporary water pollution /erosion control measures shown in the Plans, specified in the Special Provisions or WSDOT Storm Drainage manual, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. Payment for all work necessary to comply with Section 1- 07.15 shall be included in other various bid items, and no separate payment shall be made. 1 -07.16 Protection and Restoration of Property 1- 07.16(1) Private /Public Property This section is supplemented with the following: Stockpiling in City of Yakima right -of -way or on existing or new improvements shall not occur unless approved by the Engineer. All temporary stockpile sites shall be restored to their original condition or better. The Contractor shall contact all property owners and tenants in the vicinity of this project, via newsletter /mailing, a minimum of one (1) week prior to start of construction. The newsletter /mailing shall advise the owners and tenants of the construction schedule and indicate the Contractor's name, contact person, and telephone numbers. 33 (February 5, 2001) 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. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. 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 W 2nd Ave, Room 304 Yakima, Washington 98902 509 - 575 -7183 Charter Cable 1005 N 16th Avenue Yakima, Washington 98902 509 - 575 -1697 City of Yakima Water Division 2301 Fruitvale Blvd. Yakima, Washington 98902 509 - 575 -6154 City of Yakima Wastewater Division 2220 E. Viola, Yakima, Washington 98901 509 - 575 -6077 Cascade Natural Gas Corporation 701 S 1st Ave, Yakima, WA 98902 509 -457 -5905 Pacific Power PO Box 1729 Yakima, Washington 98907 509 -575 -3146 Level 3 Communications Dale Smith 253 - 209 -3236 The Contractor shall notify the Upper Yakima Valley 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. It shall be the contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and assess their impacts on his construction activities. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with plans and schedules of the installations on new, relocated, or adjusted utilities. Both public and private utility organizations may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1 -07.18 Public Liability and Property Damage Insurance ( * * * ** APWA GSP) 1- 07.18(1) General Requirements The Contractor shall obtain and keep in force during the term of the contract and until 30 days after the physical completion mpletioi i date, unless otherwise indicated below, the follovviing insurance with insurance companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. • The insurance provided must be with an insurance company 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 34 Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve the security of the insurance provided, the company, terms and coverage, and the Certificate of Insurance. If any policy is written on a claims made form, the retroactive date shall be prior to or coincident with 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 three years following the expiration 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. The policies of insurance shall contain a "cross liability" endorsement substantially as follows: The inclusion of more than one insured under this policy shall not affect the rights of any insured as respects any claim, suit, or judgment made or brought by or for any other insured or by or for any employee of any other insured. This policy shall protect each insured in the same manner as though a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. The policies of insurance for general, automobile, and pollution policies shall be specifically endorsed to name the Contracting Agency and its officers, elected officials, employees, agents and volunteers, and any other entity specifically required by the Contract Provisions, as additional insured(s). In addition, Contractor's insurance shall be primary as respects the Contracting Agency, and any other insurance maintained by the Contracting Agency shall be excess and not contributing insurance with the Contractor's insurance. The Contracting Agency shall be given at least 45 days prior written notice of any cancellation, reduction in coverage, or other material change in any insurance policy. Insurance shall provide coverage to the Contractor, all subcontractors, and the Contracting Agency. The coverage shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. Contractor hereby assumes all risk of damage to its property, or injury to its officers, directors, agents, contractors, or invitees, in or about the Property from any cause, and hereby waives all claims against the Contracting Agency. The Contractor further waives, with respect to the Contracting Agency only, its immunity under RCW Title 51, Industrial Insurance. The Contractor shall forward to the Contracting Agency the original policy, or endorsement obtained, to a Contractor's policy currently in force. Including specifically, the additional insured endorsement as requested in the Evidence of Insurance Section. 35 The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. 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 working 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 • on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting ing Agency. All costs for insurance shall be incidental to and included in the unit contract prices of the contract and no additional payment will be made. 1- 07.18(2) Coverages and Limits The insurance shall provide the minimum coverages 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 must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments failing within the deductible shall be the responsibility of the Contractor. 1. A policy of Commercial General Liability Insurance, written on an insurance industry standard occurrence ■ for (CG 00 01) or equivalent, including a ll th usual coverage known as: Per project aggregate endorsement (CG2503) Premises /Operations Liability Products /Completed Operations — for a period of one year following final acceptance of the work. Personal /Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap or Employers Contingent Liability Explosion, Collapse, or Underground (XCU), (as applicable)* Liquor Liability /Host Liquor Liability (as applicable)* Fire Damage Legal Blasting (as applicable)* * These coverage are only required when the Contractor's work under this agreement includes exposures to which these specified coverage respond. If the contract requires working over water, the following additional coverages are required, if so stated in the Contract Provisions: • a. Watercraft, owned and non -owned b. U.S. Harborworkers' /Longshoremen and Jones Act If any structures are involved in the contract, the Contractor shall provide property insurance under an "All Risk Builder's Risk" form in an amount equal to the value of the structure. The structure shall have All Risk Builders Risk Insurance inclusive of earthquake and flood subject to customary industry deductibles. Other additional coverages that may be required will be listed in the Contract Provisions. Such policy(ies) must provide the following minimum limits: Bodily Injury and Property Damage 36 $1,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury $1,000,000 Each Occurrence $ 50,000 Fire Damage Stop Gap Employers Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 2. Commercial Automobile Liability: as specified by Insurance Services Office, form number CA 0001, Symbol 1 (any auto), with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" as defined in exclusion 11 of the commercial auto policy are to be transported. Such policy(ies) must provide the following minimum limit: Bodily Injury and Property Damage $1,000,000 combined single limit 3. Excess or Umbrella Liability $1 millionper occurrence and aggregate 4. A Pollution Liability policy, required if so stated in the Contract Provisions, providing coverage for claims involving remediation, disposal, or other handling of pollutants arising out of: (1) Contractor's operations related to this project; (2) transportation of hazardous materials to or from any site related to this project, including, but not limited to, the project site and any other site, including those owned by the Contractor or for which the Contractor is responsible; and (3) remediation, abatement, repair, maintenance or other work with lead -based paint or materials containing asbestos. Such Pollution Liability policy shall provide the following minimum coverage for Bodily Injury and Property Damage: $1,000,000 per occurrence 5. Professional Liability: Required if design services are a part of the work, to cover damages resulting from professional errors and omissions. Such policy must provide the following minimum coverage: $1,000,000 per claim and annual aggregate. 6. A policy of Worker's Compensation, as required by the Industrial Insurance Laws of the State of Washington. As respects Workers' Compensation insurance in the state of Washington, Contractor shall secure its liability for industrial injury to its employees in accordance with the provisions of RCW Title 51. If Contractor is qualified as a self- insurer in accordance with RCW 51.14, Contractor shall so certify by letter signed by a corporate officer indicating that it is a qualified self insured, and setting forth the limits of any policy of excess insurance covering its employees. 1- 07.18(3) Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate evidence of insurance as stated above for each subcontractor. All coverage for subcontractors shall be subject to all the requirements stated herein and applicable to their profession. 37 1- 07.18(4) Evidence of Insurance When the Contractor delivers the executed contract for the work to the Contracting Agency it shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth above. The certificate must conform to the following requirements: 1. An ACORD certificate Form 25 -S, showing the insuring company, policy effective dates, limits of liability and the Schedule of Forms and Endorsements. 2. A copy of the endorsement naming Contracting Agency and any other entities required by the Contract Provisions as Additional insured(s), and stating that coverage is primary and noncontributory, showing the policy number, and signed by an authorized representative of the insurance company on Form CG2010 (ISO) or equivalent. 3. The certificate(s) shall not contain the following or similar wording regarding cancellation notification to the Contracting Agency: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company." 4. The City of Yakima, its agents, employees, and elected or appointed officials shall be named as additional insureds f Yakim FI Phase Pedestrian Qtreetside u :: ts.r a.t Le stultl ee Sfttut t! Uf Gl.S a7 fL Yakima L }, 2 f dfiaJG L f Gil Ga3L!lCif! Streetside improvemetns on ACORD certificate of insurance and any endorsements attached. 1- 07.18(5) Self- Insurance Should Contractor be self- insured for any liability coverage, a letter from the Corporate Risk Manager, or appropriate Finance Officer, is acceptable — stipulating if actuarially funded and fund limits; plus any excess declaration pages to meet the contract requirements. Further, this letter shall advise how Contractor would protect and defend the Contracting Agency as an Additional Insured in their Self- Insured layer, and include claims- handling directions in the event of a claim. 1 -07.23 Public Convenience and Safety This Section shall be supplemented with the following: Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open unless the Contractor provides the Engineer with written agreement from the business owner for alternate accesses, hours of work or other agreements. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. To minimize the disruption to access to adjacent properties, and to Yakima Transit operations, • any lane closure area shall be limited to that area of active work and necessary for appropriate lane closure tapers. The Contractor shall stage work to maintain access to and egress from all properties at all times. Contractor may consider work immediately in front of business access to be done during non - business hours or schedule an agreeable time with each business owner. A safe pedestrian access shall be provided at all times through or around the current work areas. All lane closures shall be coordinated with the adjacent businesses, other contractors working within the project vicinity, local transit agencies and the City of Yakima. Where, in the 38 opinion of the Engineer, parking is a hazard to through traffic or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. Signs for restricting parking shall be approved by the City and placed by the Contractor. The Contractor shall be responsible for and shall maintain all such signs. The replacement of signs restricting parking shall be as approved by the Engineer. The Contractor shall notify all property owners and tenants of detours, street and alley closures, or other restrictions that may interfere with their access. Notification shall be at least twenty -four (24) hours in advance for residential property, and at least forty -eight (48) hours in advance for commercial property. Emergency traffic, such as police, fire, and disaster units, shall be provided access at all times. In addition, the Contractor shall coordinate his activities with all disposal firms and transit bus service that may be operating in the project area. It is the intent of the Contract to effectively prevent the deposition of debris on streets in areas of public traffic or where such debris may be transported into a drainage system. When construction operations are such that debris from the work is deposited on the roadway surfaces, the Contractor will remove all such debris before the end of the work day. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question, or the trucks or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with Contractor's obligations is assured, or the Engineer may order the streets in question cleaned by others and such costs incurred by the City in achieving compliance with these contract requirements, including cleaning of the streets, shall be deducted from moneys due or to become due the Contractor next monthly estimate. The Contractor shall have not claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. 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. 39 1 -07.29 Notifying Property Owners (New Section) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1- 08.0(1) Preconstruction Conference (May 25, 2006 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 6. To discuss such other related items as may be pertinent to the work. The C o Contractor h a l d submit at + t' + vvn�� at,�vr shall prepare and auumit a� the preconstruction meeting the following: ollowing: 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. 1 -08.1 Subcontracting This section is supplemented with the following: The Contractor shall use the Subcontractors List and Subcontractor Certification Form included within these contract documents to comply with the specifications of this section. 1 -08.3 Progress Schedule The first and second paragraphs of Section 1 -08.3 are replaced with the following: 40 The Contractor shall prepare and submit to the Engineer a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The schedule shall conform to the working modification by the Engineer. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order, which substantially affects the scheduling. Copies (2 prints or 1 reproducible of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall detail each city block front's work individually from beginning to end. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indi- cated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. This section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the Construction Supervisor before 9:00 a.m. on the Friday prior to the week indicated on the schedule. If the Contractor proceeds with work not indicated on this weekly activity schedule, or in a sequence differing form the which he has shown on this schedule, the Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. Prosecution Of Work Revise this section to read: 1 -08.4 Notice to Proceed and Prosecution of the Work 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 the Engineer. 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 41 by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. 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. (October 1, 2005 APWA GSP) Revise the fourth and fifth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. The Contract Provisions may specify another starting date for contract time, in which case, time will begin on the starting date specified. Pes :A,rrking clay shall be charged to the contract as it occurs, beginning nn the clay ',f +or MSS! . Y! !S!! !4� day J! IS.l II 1JS< V! !SA! S Se CI ell the CIUII IS! SASS CI%J it S/Se Se SII J, beginning I!! ! lJ! ! the day after the Notice to Proceed Date, unless otherwise provided in the Contract Provisions, 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 i 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 seventh 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 'J The (- ontractor must furnish all documentation required by the contract and required by L. The V Vl lU CAVLIJI !!lull I1.11I ll0ll G!! VIJ\AUI !!Gil ILGLIVI l IGS. U11 LSIA by the contract Glsl Gl 1u lcl. cu u 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 MBENVBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification 42 f. Property owner releases per Section 1 -07.24 1 -08.6 Suspension of Work ( * * * * *) Section 1 -08.6 is supplemented with the following: Contract time may be suspended for verification of HMA mix designs or for procurement of critical materials (Procurement Suspension). In order to receive a Procurement Suspension, the Contractor shall within 30 calendar days after execution by the Contracting Agency, submit all HMA mix designs according to section 5- 04.3(7)A or place purchase orders for all materials deemed critical by the Contracting Agency for physical completion of the contract. The Contractor shall provide a copy of the completed DOT Form 350 -042 indicating the date the mix design was submitted, or copies of purchase orders for the critical materials. Such purchase orders shall disclose the purchase order date and estimated delivery dates for such critical material. The Contractor shall show mix design verification or procurement of the materials listed below as activities in the Progress Schedule. If the approved Progress Schedule indicates that the mix design verification or materials procurement are critical activities, and if the Contractor has provided documentation that mix designs are submitted or purchase orders are placed for the critical materials within the prescribed 30 calendar days, then contract time shall be suspended upon physical completion of all critical work except that work dependent upon the below listed critical materials: Pedestrian Crossing Signal Standards Charging of contract time will resume upon the Contractors' receipt of a mix design verification report, delivery of the critical materials to the Contractor or notification that the critical materials are ready for delivery to the Contractor from the Contracting Agency's Materials Laboratory. No additional Procurement Suspension will be provided if the Contractors HMA mix designs did not verify and are resubmitted. 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. 43 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account (October 1, 2005 APWA GSP) Supplement this Section with the following: Owner 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 Contracto t b However, Owner does not wa rr a nt 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 1, 2005 APWA GSP) 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 meeting. 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 — the estimated percentage complete multiplied by the Bid Forms amount for each Lump Sum Item, or per the schedule of values 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 ..�....:...�� L... LL... Contracting A 1V work L. been 2 1 an admission by the Cone acting Agency that any work has been satisfactorily completed. 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. 44 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 -10 TEMPORARY TRAFFIC CONTROL 1- 10.1(2) Description (May 25, 2006 APWA GSP) Revise the third paragraph to read: The Contractor shall provide signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Traffic Control Management General (August 2, 2004) Section 1- 10.2(1) is supplemented with the following: 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 Measurement (August 2, 2004) Section 1- 10.4(1) is supplemented with the following: The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1- 10.4(1) shall apply. 45 1- 10.5(1) Lump Sum Bid for Project Temporary Traffic Control(No Unit Items) (January 23, 2006 APWA GSP) Revise the pay item name to read: "Project Temporary Traffic Control, min. Bid $ 10,000, lump sum. DIVISION 2 EARTHWORK REMOVAL OF STRUCTURES AND OBSTRUCTIONS Description Section 2 -02.1 is supplemented with the following: This work shall consist of the remo an d disposal of various existing improvements, including but not limited to: • 240 linear feet of Curb and Gutter • 120 square yards of Concrete Sidewalk and underlying materials • 20 square yards of Asphalt Pavement and underlying materials • Other items necessary for the completion of the work. Construction Requirements Removal of Pavement, Sidewalks and Curbs Section 2- 02.3(3) is supplemented with the following: The Contractor shall note that the condition of existing known and unknown private utility service line under the existing sidewalk surfaces may be questionable and therefore the Contractor should use caution in determining his methods of demolition and removal. In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, saw cut the edge of the asphalt pavement with an approved pavement cutter. During the course of the work, the Contractor shall take precautions to preserve the integrity of this neat, clean pavement edge. Should the pavement edge be damaged prior to asphalt paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter as directed by the Engineer immediately prior to paving. Measurement Section 2 -02.4 is supplemented with the fallowing: Saw Cut, Per Inch Depth will be measured by the linear foot per inch of depth. Payment Section 2 -02.5 is supplemented with the following: "Saw Cut, Per Inch Depth ", per linear foot. 46 ROADWAY EXCAVATION AND EMBANKMENT Description Section 2 -03.1 is supplemented with the following: Sidewalk excavation shall consist of removing the existing material of whatever nature encountered to the subgrade elevation and shaping the subgrade to conform to the cross- section shown on the Plans or as staked in the field. Construction Requirements 2- 03.3(3) Excavation Below Grade This section is supplemented with the following: At the direction of the Engineer, areas within the sidewalk subgrade which exhibit instability due to high moisture content shall be: 1. Aerated and allowed to dry, 2. Over excavated and backfilled with suitable project excavation, 3. Or a combination of any of the above. No separate compensation will be made for any equipment, tools, materials, or labor required to perform this work. 2- 03.3(7) Disposal of Surplus Materials 2- 03.3(7)A General Add the following: Excavated material shall be hauled to a waste site. A waste site has not been provided by the Contracting Agency for disposal of unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated material back of new curb, as directed by the Engineer. Suitable materials from the excavations shall be used in the embankments. Unsuitable material or soft spots shall be removed from the roadway and replaced with suitable material and compacted as for embankments. Topsoil shall be saved to use for backfill adjacent to the new improvements. If additional topsoil is required, it shall be provided in accordance with SECTION 8 -01 of these Special Provisions. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 2 -03.4 Measurement This section is supplemented with the following: 47 No specific method of measurement will be made for sidewalk or roadway excavation. Unsuitable excavation incl. haul will be measured by the cubic yard for all material deemed unsuitable that is removed and hauled off the project. 2 -03.5 Payment This section is supplemented with the following: No separate payment shall be made for sidewalk and roadway excavation and all costs will be incidental to other bid items and shall include all labor, equipment, tools, and materials necessary to complete the work involved with excavating, hauling, compacting or disposing of excess excavations as specified. "Unsuitable Excavation incl. Haul ", per cubic yard. The cubic yard cost fnr "Unsuitable Excavation lncl Haul" sh b f p to r emove any material deemed unsuitable that is removed and hauled off the project. 2 -07 WATERING 2 -07.1 Description Add the following: The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Consultant from any and all such claims. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. 2 -07.3 Construction Requirements Supplement this section with the following: The Contractor shall secure permission from and comply with all requirements of the water utility 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. 48 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 us. 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. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 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 emultion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 49 5 -04.4 Measurement Add the following item to this section: Pavement Repair will be measured by the square yard for the actual amount of pavement repaired. 5 -04.5 Payment Add the following item to this section: "Pavement Repair", per square y ar d. DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND NA ER POLLUTION CONTROL 8 -01.3 Construction Requirements 8- 01.3(1) General Sartinn R -f11 'x(1) is ci innlamented w ith the following: (April 3, 2006) Erodible Soil Eastern Washington The eighth 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, unless authorized by the Engineer: July 1 through September 30 30 days October 1 through June 30 15 days 8 -04 CURBS, GUTTERS AND SPILLWAYS 8- 04.3(1) Cement Concrete Curbs, Gutters and Spillways Add the following: Cement concrete curb and gutter constructed on this project shall be as shown on the Detail Sheet of the Plans. "Barrier" cement concrete curb and gutter sections as shown on the Detail Sheet shall be used on the roadway as shown on the Plans. "Driveway Depression" cement concrete curb and gutter as shown on the Detail Sheet shall be used at all driveway and wheelchair ramp locations as shown on the Plans and as directed in the field by the Engineer. Cement concrete curb and gutter which does not comply with the section details on the Plans shall be removed and replaced at the Contractor's expense. A template shall be required to be placed at the back of curb for construction of driveway transitions from Barrier to Driveway curb and gutter. The Contractor shall also be required 50 to use a template at the back of Driveway Depression curb and gutter to ensure a straight and uniform back of curb in conformance with the Details. The new concrete curb and gutter shall be cured in accordance with SECTION 5- 05.3(13)B of the Standard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations. 8 -04.5 Payment Section 8 -04.5 of the Standard Specifications shall be revised as follows: The unit price bid for "Cement Concrete Traffic Curb and Gutter," per linear foot, shall be full compensation for all labor, equipment, materials, and incidental costs required to construct Barrier and Driveway Depression curb and gutter, including curb and gutter adjacent to commercial driveway approaches, as shown on the Plans, including steel reinforcement in driveways or catch basins. 8 -14 CEMENT CONCRETE SIDEWALKS 8 -14.3 CONSTRUCTION REQUIREMENTS 8- 14.3(3) PLACING AND FINISHING CONCRETE. Supplement this section with the following: Existing sidewalks at match lines shall be removed to the nearest convenient existing joint or sawcut in a neat vertical, straight transverse line at locations approved by the Engineer. Joint filler material to form a new expansion joint shall be placed as indicated on the Standard Detail for Sidewalk. At all driveway and handicap ramp depressions, the back of the sidewalk grade shall be depressed to maintain a 2 percent transverse grade from back of curb to back of sidewalk, unless otherwise noted on the plans. The completed surface of the sidewalk shall not vary more than' /4 -inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the curbing. All existing and new utility boxes located or to be located in the finished sidewalk areas shall be adjusted and supported to be flush with the finish grade of the new sidewalk prior to the sidewalk being placed around them. The utility boxes shall be aligned to have two sides matching concrete joints or score lines. No mars shall be allowed in the concrete finish. The Contractor shall remove and replace any slabs that have any mars, such as, scuff marks, scratched in lettering, etc. at no cost to the Contracting Agency, no matter who or what the cause. 51 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8 -20.1 Description This Section shall be supplemented with the following: Add to the following item: 4. Pedestrian Crossing Signalization at and 8-20.2 Materials This section is supplemented with the following: Wiring for street lighting shall be per NEC code and shall include one #10 ground and two #6 conductors. 8 -20.3 Construction Requirements 8- 20.3( general Add the following to this Section: The Contractor is responsible for coordinating with the Washington Department of Labor & Industries for all required inspections for the electrical systems for this project. 8- 20.3(2) Excavating and Backfilling Revise the first paragraph to read: The excavation required for the installation of conduit, cement concrete anchor bases, and pullboxes shall be performed in such a manner as to cause the least possible injury to streets, sidewalks, and other improvements. The trenches shall not be excavated wider than necessary for the proper installation of the conduit and pullboxes. Anchor base excavation shall be augered or dug by hand with proper care to avoid damage to other utilities. Excavation shall not be performed until immediately prior to installation of conduit and /or structures. The material from the excavation shall be placed to cause the least interference to vehicular and pedestrian traffic and to surface drainage. 8- 20.3(4) Foundations This Section is supplemented 'with i the following: Anchor bases shall be constructed of Portland Cement Concrete - Class 3000, poured -in- place to the depths and dimensions shown on the Plans and shall be made in one pour. The top four inches of anchor bases shall be formed and finished 24 inches square with 3/4 -inch chamfer edges and the top shall be at finish sidewalk grade or finished curb grade, depending on the location. The top four inches shall be separated from concrete surfaces b mean of an expansion joint. Forms f the anchor bases s h a ll be true to line and grade V I means ro VI an Gn IJIVI I�VII IL. for the al IVI IVI UQJGS shall be U UC to III le al IU and conduit ends and anchor bolts shall be held in proper position and height by means of a temporary template. Concrete foundations for all traffic signal standards shall be constructed as per Standard Plan J -7a, and as shown on the applicable project details and plans. 8- 20.3(5) Conduit This Section is supplemented with the following: 52 Conduit runs are indicated on the Plans. Conduit bends, if other than factory bends, shall have no less than an 18 -inch radius. Runs terminating in pole bases shall extend five (5) inches above the foundation and shall be sloped toward the hand hole opening. Runs entering junction boxes shall terminate approximately two inches (2 ") above the bottom of the box and within three inches (3 ") of the box wall nearest its entry. Conduit entry into junction boxes shall terminate with a manufactured 90- degree rigid metal elbow to facilitate cable pulling. PVC conduit "push - pennys" or suitable equivalent shall be used on all terminations to keep conduits clean. Trenching across the roadway is allowed. The pull rope shall be 1/8 -inch braided nylon rope, 450 pound breaking strength (similar to King Cotton Products #5051- 4 -1/8), shall be installed in each conduit run with two (2) feet doubled back at each termination. When cable is pulled, this rope shall be re- pulled along with the cable. Elbows may be 45 or 90 degree as needed. All 90- degree elbows shall be galvanized steel. The ten feet of rigid conduit is not required. All conduit ends shall be reamed to remove burrs and rough edges. Field cuts shall be square and true so that ends will fit securely in PC couplings. 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes This Section shall be supplemented with the following: The terms "pullbox" and "junction box" are interchangeable. Junction boxes shall be located, and of the type as shown on the Plans, and in accordance with the City of Yakima Standard Details. Junction boxes shall not be located in ADA sidewalk ramps or landing areas, and, when possible, shall be approximately centered in the concrete sidewalk area between concrete curb edges and soft - surface dirt edges, and located such that no less than four (4) inches of solid concrete sidewalk separates the near edge of the junction box from soft - surface dirt areas that abut the sidewalk edge. Asphalt joint filler material shall not be installed between junction boxes and concrete surfaces. 8- 20.3(8) Wiring This section is supplemented with the following: Splices in junction boxes shall be allowed for signal illumination conductors only. Wire marking sleeves and /or approved wire and cable tags are required in loop -wire splicing junction boxes and for loop lead -in to home run wires, identifying the loop numbers served. And, tags are required at the controller cabinet for optical preemption detection cable -to- detector identification. Marking sleeves and tags are NOT required for any other individual conductors, multi- conductor, coax or power cables. 8- 20.3(9) Bonding, Grounding This section is supplemented with the following: Bonding jumpers and equipment grounding conductors shall be #10 green insulated wire. 8- 20.3(11) Field Test This section is supplemented with the following: Testing The contractor shall deliver the traffic signal controller and cabinet to the City of Yakima, Traffic Signal Operations Division at 2301 Fruitvale Blvd., where the cabinet and controller shall be fully tested for no less than ten (10) working days prior to installation at the traffic 53 signal site. The tests shall verify compliance with WSDOT Standard Specifications, these Special Provisions and the Plans. The test shall confirm the proper operation of all components of the cabinet as well as the operation of the signal controller and conflict monitor. In the case of extenuating signal construction schedule - related circumstances, the Traffic Engineer reserves the right to shorten the 10 -day testing period to no less than three (3) working days. All other WSDOT standard specified inspections and testing of the cabinet and controller shall not be required. On -Site Testing and Turn On The contractor shall provide the Traffic Engineer, or authorized representative, 24 -hour notification of a signal turn -on with information about the applicable location, date, time and duration. 8- 20.3(13) H In- roadway Warning lights (New) The Contractor shall furnish and install In- Roadway Warning Lights (IRWL) in accordance with the MUTCD chapter 4L in- Roadway Lights, the standard specifications Section 8 -20 Illumination, Traffic Signal Systems, and Electrical, the details shown on the plans, and these snPrial provisions. IRWL systems shall be rated at 120 V(ac), 60 Hertz (Hz), from 12 V (dc) to 24 V (dc), with a maximum rating of 10 W. IRWL units shall be designed for mounting onto a base plate assembly installed in the pavement or a base can assembly mounted on the pavement. IRWL shall be moisture and corrosion resistant. A Certificate of Compliance for IRWL shall be furnished to the Engineer in accordance with the Standard Specifications, MUTCD and these Special Provisions and shall be subject to acceptance by the Engineer. An LED light sources shall consist of a housing, base plate, refractor and lens. LED light sources shall utilize aluminum indium gallium phosphate (AIInGaP) technology and shall be the ultra- bright type rated for 100,000 hours of continuous operation from -40 °C to +74 °C. The LED color shall be yellow with a peak wavelength from 590 nanometers to 600 nanometers. LEDs shall have a 30° viewing angle. Luminance of each IRWL shall be a minimum of 650 -foot lamberts. Service equipment enclosures shall be designed for outdoor use, and have a dead front panel and hasp for padlocking the cover. Final finish and color shall be subject to the acceptance of the Engineer prior to placement of ordered materials. IRWL equipment enclosures shall contain a power supply, controller unit compatible with IRWL operation, flasher unit, circuit breakers, terminal blocks, wiring, and electrical comnnnents fnr nneration of the IR1AWI system vv I✓v . w ivy vN. uuv vi ai the 11,1,111.. .JyoI.ci n. Flasher units for IRWL shall be installed in IRWL equipment enclosures. Flasher units shall indicate when the IRWL is activated. The flash rate shall be between 50 and 60 flashes per minute. The flash rate and period for the IRWL shall conform with Chapter 4L of the MUTCD. The minimum pedestrian crossing time shall be based on a walking speed of 4 feet per second. SERVICE (AC Power) Electrical service installation shall be in accordance with the requirements of the serving utility and Section 8 -20 Illumination, Traffic Signal Systems, of the Standard Specifications. 54 Barrier type terminal blocks shall be rated at 10 A, 600 V, and shall be molded from phenolic or nylon material, and shall have plated brass screw terminals and integral type marking strips. Each terminal position shall be have a permanent printed, or engraved label. Labels shall conform to the designations on the IRWL equipment enclosure wiring diagram provided by the manufacturer. Equipment installed inside IRWL equipment enclosures shall be labeled. Terminal blocks, circuit breakers, and a power supply shall be Underwriter Laboratories (UL) approved. IRWL systems shall operate from a nominal supplied voltage, 120 V (ac) ± 5 percent, 60 Hz inputs. Branch circuit breakers shall be 10 A and a minimum of 5 branch circuit breakers shall be installed inside the IRWL equipment enclosure to control ac power entering the enclosure. Pedestrian activation systems shall be manual. Manual systems shall consist of a standard Pedestrian Push Button (PPB) assembly, post and push button. PPB assemblies shall be in accordance with the MUTCD chapter 4L In- Roadway Lights. The IRWL unit shall not extend above the pavement surface. The excavation method shall be in accordance with Section 8- 20.3(2), "Excavation and Backfilling," of the Standard Specifications. IRWL shall be installed in accordance with the manufacturer's specifications. Conduit shall be installed in conformance with the requirements of Section 8 -20.3 (5), "Conduit," of the Standard Specifications. 8- 20.3(14)6 Signal Heads This section is supplemented with the following: Signal heads shall not be installed at any intersection until all other signal equipment is installed and the controller is in place, inspected, and ready for operation at that intersection, unless ordered by the Engineer. If the Engineer orders advance installation, the signal heads shall be covered to clearly indicate the signal is not in operation. The signal head covering material shall be of sufficient size to entirely cover the display. The covering shall extend over all edges of the signal housing and shall be securely fastened at the back. 8- 20.3(14) G Fully -Flush In- Roadway Warning Lighting Fixture (New) The fixture shall be model FI -TS600 as marketed by Traffic Safety Corporation or approved equal. In order to be considered equal, the alternate fixture shall satisfy the following requirements: Construction - The fixture shall be bi- directional but may be customized to a uni- directional fixture, and of modular design comprised of a top casting and two (2) pre- focused optical cartridges made of high tensile strength aluminum alloy. The fixture shall be 0.00" above grade when mounted in the factory supplied mounting base. The diameter of the fixture shall not exceed 8" and all mounting hardware shall be stainless steel. Durability - The fixture shall withstand a static load of 44,000 lb. without sustaining permanent deformation or cracking of materials. Fixture, Leads, and gaskets shall be rated to withstand 300 degrees Fahrenheit. LED /Light Cartridge — Each lens shall be molded of high performance optical grade glass and formed in a removable factory sealed optical cartridge. Two cartridges required per fixture. Each cartridge consumes 3.85 watts per cartridge (7.7 watts per fixture) during the 55 activation period of the fixture. Photometric Performance — The fixture shall have both daytime and nighttime visibility exceeding that of a 50 -watt halogen lamp, using a yellow light. Finish — The fixture shall be anodized aluminum. Mounting Base — Fixtures shall be installed in a mounting base equal to Traffic Safety Corporation # BA -725 -10 -2 constructed of high strength steel, hot dip galvanized after fabrication per ASTM- 153 specifications, vviti i a 7.25° diameter Teter bolt circle, a 0.75" mud mud r ii ig, and standard base depth of 10 ". The base shall be supplied with stainless steel bolts and a plywood cover to protect the mounting flange during installation. The height of the base shall be adjustable using spacers or extensions to facilitate roadway resurfacing or approved equal. Warranty - The fixture shall be warranted against defects in workmanship and materials for one year from date of shipment. 8 -20.4 Measurement This section is supplemented with the following: No specific unit of measurement will apply to the lump sum price for pedestrian crossing signalization at and , but will be for the sum total of all items for a complete system to be furnished and installed. 8 -20.5 Payment Add the following item to this section: "Pedestrian Crossing Signalization at and ", lump sum. The lump sum contract price for "Pedestrian Crossing Signalization at and ", lump sum shall be full pay for the construction of the complete electrical system, modifying existing systems, or both, as described above as shown in the Plans and as specified including excavation, backfilling, concrete foundations, conduit, wiring, restoring facilities destroyed or damaged during construction, salvaging existing materials, and for making all required tests. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the electrical system, shall be included in the lump sum contract price. 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, reconnection or realignment of side services to the new sanitary sewer trunkline, 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 v -vv.v Payment Payment will be made for the following bid items: "Repair or Replacement ", by force account. 56 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. DIVISION 9 MATERIALS 9 -29 ILLUMINATION, SIGNALS, ELECTRICAL 9 -29.1 Conduit, Innerduct, and Outerduct Supplement this section as follows: All conduits below grade on this project shall be schedule 40 PVC underground conduits (electrical grade - gray color) with pull rope. Additional materials to be installed on this project include, but are not limited to, junction boxes cables and electrical conductors. The pull rope shall be a 1/8 -inch braided nylon rope, 450 pound breaking strength (similar to King Cotton Products #5051- 4 -1/8), and shall be installed in each conduit run with two (2) feet doubled back at each termination. When cable is pulled, this rope shall be re- pulled along with the cable. Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same manner as conduit couplings. Electroplated fittings are not allowed. Steel conduit entering concrete shall be wrapped in 2 -inch wide pipe wrap tape with a minimum 1 -inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per manufacturer's recommendations. 9 -29.2 Junction Boxes Supplement this section as follows: Junction boxes for the traffic signal shall be Quazite PG -Style in sizes 1, 2,and 3, and located as shown on the plans. They shall be constructed of polymer concrete, reinforced by a heavy -weave fiberglass. Junction boxes and covers shall be concrete gray in color and designed and tested to temperatures of -50 F. The covers shall be secured with two (2) 3/8" — 16 UNC stainless steel hex head bolts w/ washers. The covers shall be marked with a recessed "Traffic Signal" logo. 9 -29.3 Conductors, Cable This section is supplemented with the following: All conductors and cables shall be installed as shown on the plans. Illumination circuit splicing shall be allowed in junction boxes as described in section 9- 29.12(1). There shall be no other wire splicing allowed in junction boxes or any other location between the controller cabinet and signal pole terminals, pedestrian signal poles and pedestrian push button posts. This restriction applies to all multiple- conductor and single -wire power cables, as well as coax cables called for on the plans. 9- 29.12(1) Illumination Circuit Splices This section is supplemented with the following: 57 Illumination circuit splicing shall be made with the 3M Model 82 -A Power Cable Splice Kit. The splice shall be allowed in the junction boxes and be rated for weather exposed direct burial, and submerged applications, creating a completely waterproof splice. 9- 29.13(7) D NEMA Controller Cabinets This section is supplemented with the following: The cabinet manufacturer shall supply a NEMA Type "P" (P -44) traffic signal controller cabinet, dimensioned 55" high, 44" wide, and 26" deep. The cabinet shall come complete + a nd + 07n controller. The cabinet shall have 4 load with, and be wired �o operate a 2v v poii . vII .. . T bays /positions, and heavy -duty load switches with 40 -amp triacs and input and output indicators. The cabinet shall have a solid -state bus transfer relay. The flash transfer relays shall be mechanical. The cabinet shall be configured for two phases, one vehicle phase and one pedestrian phase, and two emergency preempts. The cabinet's main circuit breaker shall supply power to all devices in the cabinet except the cabinet light and maintenance panel convenience outlet, which shall be powered through a 15 -amn ai ixiiiary rim it hraakar Tha rahinat 'hall aicn haves a thraa_nncitinn "Stop Time" switch mounted on the tech panel. The Up position shall allow automatic conflict monitor control of the Stop Time, the Center position shall deactivate Stop Time, and the Down position shall immediately "Stop Time" the signal in the currently- active signal phase interval and hold it until the switch is toggled back to the Up position to resume normal operation. The switch shall have a protective cover, which must be lifted to operate the switch. The cabinet door lock shall be a Best Lock CX series, cored for the City of Yakima YT -1 key, and it shall include a permanent, washable, metal, hospital grade intake filter. The cabinet door shall NOT include a display panel. The cabinet shall include a CD, two tyvek copies of the cabinet drawings and one service manual. The cabinet manufacturer shall also install an alternate power feed switch and connector, which shall power all devices in the cabinet. The switch shall be fed via a cabinet - mounted "Alternate Feed Connector" to allow an exterior -wall bypass plug -in connection to a mobile stand -alone power generator. (For use during signal power outages.) The connector shall be an Electroswitch #KW40220106, or equivalent, with nameplate labeled NRML — OFF — GEN. The Alternate Feed Connector shall be a Hubbell Flanged Inlet #CS6375M2 with lift cover. The alternate feed switch shall be mounted as close as possible to the power feed terminal strip on the power panel. The Alternate Feed Connector shall be mounted on the cabinet exterior wall below the power panel for switch accessibility from the cabinet interior. These devices shall be configured as per the "Alternate Feed Connector" Project Detail. The mercury contactor shall be "normally open" and capable of switching 60 amperes at 120 VAC. All power used for signal displays shall be routed through the mercury contactor. In its "closed" position it shall supply AC power to the load switches. The transient voltage protector shall supply power to all devices in the cabinet that are microprocessor based. 9-2916 V Signal 1 -1Qarls This section is supplemented with the following: The contractor shall supply and install 6 separate aluminum signal heads, each withl2 -inch LED signal indications /faces, tunnel visors, and five -inch louvered and powder- coated (inside and out) back plates. All above - mentioned signal head components shall be painted flat black. All illuminated signal displays shall be 12" GELcore, or equivalent, LED modules. The contractor shall supply and install the following number and configuration of signal heads with corresponding 12 inch LED modules: two (2) three - section signal heads, each with a Green, Yellow and Red ball. All signal heads shall be mounted vertically with 58 Type -N Pelco band -on mounting as shown on the plans, with the exact mast arm drilling locations confirmed by the City of Yakima Traffic Engineer, or appointed designee. 9 -29.19 Pedestrian Push Buttons This section is supplemented with the following: The pedestrian push button housing shall be the standard WSDOT PPBM "H" bracket assembly with the walking man /arrow symbol as per the Standard Plans. The push- buttons mounted in the H bracket housing shall be The Campbell Company "4 EVR" model ADA compliant push -button actuation units, which shall include a flush -mount LED. The unit shall provide a momentary audible signal and LED illumination at the point of the button actuation. 9 -29.20 Pedestrian Signals This section is supplemented with the following: The pedestrian signals shall consist of a 16" x 18" standard powder- coated housing, with GELcor, or approved equal, LED pedestrian- countdown signal modules that conform to the Manual on Uniform Traffic Control Devices (MUTCD); applicable provisions of the current specification of the Institute of Transportation Engineering (ITE) standard titled Vehicle Traffic Control Signal Heads — Part 2: Light Emitting Diode (LED) Vehicle Traffic Signal Modules (VTCSH Part 2); current specification of the Institute of Transportation Engineering (ITE) Standard titled Pedestrian Traffic Control Signal Indications (PTCSI); FCC Title 47, Subpart B, Section 15 on the Emission of Electronic Noise; and, current NEMA Standard TS -1 and TS -2 for operational compatibility. The pedestrian- countdown signal modules shall be a single, self- contained retrofit module for clamshell housing — direct retrofit design with a two message overlay combining Portland Orange LED for the "Hand" and Lunar White LED for "Walking Man," and double digit display for countdown made of Portland Orange LED's. The timing shall be derived directly from the controller and no timing shall be programmed, or otherwise initiated. Countdown numerals shall be illuminated continuously during countdown and not alternating. Pedestrian signal head shall blank out countdown portion if the countdown is different than the controller. Hand /Man indications shall be solid style, not outline. Display type shall match existing pedestrian signal displays in the Central Business District. Incandescent look. The countdown LED pedestrian module shall replace the reflector, socket, gasket and lens assembly of the incandescent pedestrian signal indication or the non - countdown solid state or LED pedestrian module. The countdown LED module shall be watertight when properly mounted in the traffic signal housing and shall not allow the ingress of water into any section of the traffic signal assembly. A continuous soft rubber or silicone gasket completely surrounding the unit shall be provided with each unit. The countdown LEDs and required circuit components shall be encased in a rigid housing for protection in shipping, handling and installation. The lens shall be smooth - surface, frosted (to prevent sun phantom) ultraviolet stabilized material. If polycarbonate material is used, the lenses must have a protective coating for scratch resistance. 59 AIInGaP (Aluminum Indium Gallium Phosphorus), Portland Orange (amber hand and countdown numbers) LEDs shall be utilized. The substrate material may be either transparent or absorbing. The white LEDs (white man) shall be InGaN (Indium Gallium Nitide). The LED module shall display a solid Portland orange hand and lunar white man and two seven inch minimum Portland orange countdown numbers (00 -99). The LED module must be certified to have passed the Environmental Simulation Vibration Test (MIL -Std 883 Method 2007). The LED module shall be made of UL94VO flame retardant materials. The colors of the LED module shall conform to chromaticity requirements of Section 5.3 and Figure C of the PTCSI Standard. The LED module shall connect directly to the line voltage, 120 volts nominal, and shall be able to operate over the voltage range of 80 -130 v olt s AC Th variation i li voltage s h a ll not cause the light intensity to vary by more than 10% over the entire operating voltage range. • The Portland Orange hand and two countdown numbers and lunar white man shall consume no more than 11 Watts. The LEDs shall operate over the temperature range of -40 °F to +165 °F. The forward current, as measured through each LED, shall not exceed 60% of the LED manufacture's maximum current rating when operating at 77 °F. The LEDs shall be wired in series parallel strings. The failure of any one LED, and its associated string of LEDs, shall not cause the loss of more than 20% of the light output of the complete LED module. The LEDs shall not emit visible light when subjected to a 120 volt AC, 4 milliamp leakage current from a NEMA solid state load switch (load switch in the off state). Transient voltage suppression protection shall be provided internal to the LED module to minimize the possibility of damage due to extreme over voltage. The LED module shall be operationally compatible with current NEMA TS -1 and TS -2 type controllers and conflict monitors. Failure of the LED module shall not cause the intersection to be put into flash operations by a standard NEMA conflict monitor. The I FD Th mod shall be s w ith three c three (3) f in l f eac � �. ... -v ��� Lw�V shall va.. supplied with three conductors three (3) feet in length for each connection to the terminal board of the traffic signal indication. Each conductor shall be 600 volt, stranded No. 20 AWG minimum copper wire, rated for service at +221 °F, capable of withstanding all adverse effects of moisture, corrosive atmosphere and temperatures associated with the operation of the signal head. Spade lugs shall be installed on the ends of each conductor. Upon request, one schematic wiring diagram and installation manual shall be provided with each LED module. 60 No changes or substitutions in these requirements will be accepted unless authorized in writing. Inquires regarding this specification shall be addressed to the Chief Engineer, Community and Economic Development, City of Yakima, 129 S. 2nd Street, Yakima, Washington 98901. LED pedestrian- countdown signal modules shall be replaced or repaired if an LED pedestrian signal module fails to function as intended due to workmanship material defects within the first 60 months from the date of delivery. The company agrees upon the request of the Chief Engineer to deliver to the Office, a sample of the LED module to be supplied in compliance with these specifications for test before acceptance. After completion of the test, the sample shall be returned. 9 -29.24 Service Cabinet This section is supplemented with the following: The electrical service for the traffic signal shall be housed in a side -of -pole mounted "Type A ", Code- NEMA Type 3R, service panel. It shall be mounted on the west side of west mast arm, or the north side of the north mast arm as shown on the plans, with meter base installation and any other power - service interface requirements as per Pacific Power & Light (local power company). There shall be installed a 100 amp, single -phase 120v/240v, UL approved load center with a minimum of six breaker positions. The required breakers shall consist of a 100 amp main breaker, a 50 -amp breaker for controller power, and a 30- amp breaker for intersection lighting power. The service equipment shall also include a photocell bypass switch. STANDARD PLANS April 2, 2007 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 07 -008, effective April 2, 2007 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 ". C -11 b Sheets 1 and 2 In the PRECAST FOOTING, ELEVATION view (Sheet 1) and in the CAST -IN -PLACE FOOTING, ELEVATION view (Sheet 2), COMMERCIAL CONCRETE is revised to CONCRETE CLASS 4000. In the BREAKAWAY ANCHOR ANGLE, ELEVATION view (Sheet 2), the welding symbols are revised to indicate that the 1/4" Inside Gussets have 1/4" fillet weld joints, and the 1/2" End Gussets have 1/2" fillet weld joints. 61 D-1a Sheet 2&D-1b Sheet 2 Reinforcing Steel Bar marked ^R1^ (see lower left corner): the dimension 1' - 2 1/2" is revised to 1'-O 1/2". G-8e Sheet 1 In the ELEVATION views, in the labels LOWER SIGN POST SUPPORT: the parenthetical specification "12 GAGE" is revised to "7 GAGE". |-1O in NOTE 1: the reference to Standard Specification 8-01.3(5)4 is revised to Standard Specification 8-01.3(6)A. 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. � r 1 1 O / �4/OO ��3 5/30/02 Ar0 2/24 A-2 12/20/00 A-5 2/24/03 A-7 10/04/05 B'5.20-00 6/01/08 B'30.50-00 5/01/06 B-75.20-00 8/01/06 B-540-00 6/01/06 B-30.70-00 6/01/00 B-75.50-00 6/08/00 B-5.60-00 6/01/08 B-30.80-0U. 8/08/06 B-75.60-00 ._..,.6/08/06 B-10.20-00 6/01/08 B-30.90-00 0/08/06 B-00.20-80 8/00/06 B-10.40-00 8/01/08 B-35.20-00 6/08/00 B-80.40-00 6/01/08 B-10.80-00 6/08/06 B-35.40-00 8/08/00 B-82.20-00 0/01/06 B-15.20-00 6/01/00 B-40.20-00 6/01/06 B-85.10-00 0/01/06 B'15.40'00 6/01/08 B-40.40-00 8/01/00 B-85.20-00 6/01/00 B-15.80-00 8/01/06 B-45.20-00 6/01/06 8-85.30-00 0/01/06 B-20.20-01 11/21/06 B-45.40-00 8/O1/00 B-85.40-00 6/08/08 B-20.40-01 11/21/00 B-50.20-00 0/01/00 B-85.50-00 8/00/08 B-20.00-01 11/21/00 B-55.30-00 6/01/08 8-90.1O-00 6V08/06 B-25.20'00 6/08/08 B-00.20-00 6/08V06 B-80.20-00 6/08/06 B-25.00-00 6/01/08 B-60.40-00 6/01/00 B-90.30-00 8/08/08 B-30.10-00 6/08/00 B-05.20-00 0/01/00 B-90.40-00 6/08/00 8-30.20-01 11/21/06 B-05.40-00 8/01/08 B-80.50'00 0/00/80 B-30.30'00 6/01/06 B-70.20-00 6/01/00 B-95.20-00 6/08/06 B'30.40-00 6/01/06 B-70.60-00 6/01/06 B-95.40-00 6/08/06 C-1 2/08/07 C-3b 10/04/05 C-13 4/16/98 C-10 7/31/98 C-3c 6/21/06 C-13a 4/10/88 C-lb 10/31/03 C-3d 3/03/05 C-13b 4/16V99 C-1c 5/30/97 C-4 2/21/07 C-14a 7/20/02 (� 1O/ /O3 <� - 4a 2/21/07 C-14b 7/2O1U2 C-2 1/00/00 C-4b 6/08/06 C-14C 7/26V02 C-2a 0/21/00 C-4e 2/20/03 C-14d 7/28/02 C-2b 6/21/00 C-4f 8/30/04 C-14e 7/26/02 C-2c 8/21/00 C-5 10/31/03 C-14f 9/02/05 C 6/21/06 C-6 5/30/97 C-14g 11/21/06 C-2e 6/21/08 C-6a 3/14/97 C-14h 1/11/00 C-2f 3/14/97 C-6c 1/06/00 C-14i 12/02/03 C-2g 7/27Y01 C-6d 5/30/87 C-14i 12/02/03 C-2h 3/28/87 C-6f 7/25/97 C-14k 1/11/00 C-2i 3/28V97 C-7 10/31/03 C-18a 11/08/05 62 C -2j 6/12/98 C -7a 10/31/03 C -16b 11/08/05 C -2k 7/27/01 C -8 4/27/04 0- 20.14 -00 2/06/07 C -2n 7/27/01 C -8a 7/25/97 0- 20.40 -00 2/06/07 C -2o 7/13/01 C -8b 1/11/06 0- 22.40 -00 2/06/07 C -2p 10/31/03 C -8e 2/21/07 C- 23.60 -00 2/06/07 C -2q 3/03/05 C -8f 6/30/04 0- 25.18 -00 2/06/07 C -2r 3/03/05 C -10 7/31/98 0- 25.20 -00 2/06/07 C -2s 3/03/05 C -11 5/20/04 0- 25.22 -00 2/21/07 C -2t 3/03/05 C -11 a 5/20/04 C- 28.40 -00 2/06/07 0-3 10/04/05 C -11 b 5/20/04 C -3a 10/04/05 C -12 7/27/01 O -1 a 1/23/02 D- 2.30 -00 11/10/05 D- 2.80 -00 11/10/05 D -1 b 10/06/99 D- 2.32 -00 11/10/05 D- 2.82 -00 11/10/05 D -1 c 10/06/99 0- 2.34 -00 11/10/05 0- 2.84 -00 11/10/05 O -1d 10/06/99 0- 2.36 -00 11/10/05 D- 2.86 -00 11/10/05 D-le 1/23/02 D- 2.38 -00 11/10/05 0- 2.88 -00 11/10/05 D -1f 10/06/99 D- 2.40 -00 11/10/05 D- 2.92 -00 11/10/05 D- 2.02 -00 11/10/05 D- 2.42 -00 11/10/05 D -3 7/13/05 0- 2.04 -00 11/10/05 D- 2.44 -00 11/10/05 D -3a 6/30/04 0- 2.06 -00 11/10/05 0- 2.46 -00 11/10/05 D -3b 6/30/04 D- 2.08 -00 11/10/05 D- 2.48 -00 11/10/05 D -3c 6/30/04 D- 2.10 -00 11/10/05 D- 2.60 -00 11/10/05 D -4 12/11/98 D- 2.12 -00 11/10/05 0- 2.62 -00 11/10/05 D -6 6/19/98 D- 2.14 -00 11/10/05 0- 2.64 -00 11/10/05 D -7 10/06/99 0- 2.16 -00 11/10/05 D- 2.66 -00 11/10/05 D -7a 10/06/99 D- 2.18 -00 11/10/05 D- 2.68 -00 11/10/05 D -9 12/11/98 0- 2.20 -00 11/10/05 0- 2.78 -00 11/10/05 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- 10.64 -00 1/23/07 F- 40.15 -00 2/07/07 F- 10.16 -00 12/20/06 F- 30.10 -00 1/23/07 F- 40.16 -00 2/07/07 F- 10.40 -00 1/23/07 F- 40.10 -00 2/07/07 F- 40.18 -00 2/07/07 F- 10.42 -00 1/23/07 F- 40.12 -00 2/07/07 F- 80.10 -00 1/23/07 F- 10.62 -00 1/23/07 F- 40.14 -00 2/07/07 G -1 2/21/07 G -6 8/27/03 G -8e 8/18/04 G -2 6/04/02 G -6a 8/27/03 G -8f 11/09/05 G -2a 6/04/02 G -6b 8/27/03 G -8g 11/09/05 G -3 11/09/05 G -7 6/08/06 G -9a 6/25/02 G -3a 11/09/05 G -8a 12/15/04 G -9b 6/08/06 G -3b 11/09/05 G -8b 11/09/05 G -9d 6/08/06 G -4a 11/09/05 G -8c 8/18/04 G -4b 6/30/04 G -8d 12/15/04 H -1 1/10/02 H -4a 2/25/05 H -12 2/25/05 H-la 4/14/00 H -4b 10/24/06 H -12a 2/25/05 H -lb 6/21/06 H -6 10/29/03 H -12b 2/25/05 H -1 c 3/04/05 H -7 8/10/98 H -13 2/25/05 H -1d 6/21/06 H -8 9/18/98 H -13a 2/25/05 H -1e 6/21/06 H -9 4/18/97 H -14 2/09/05 63 H -4 8/18/04 H-10.... .... .......... 5/29/98 1-1 7/18/97 1 -6 7/17/03 1-11 9/11/03 1 -2 4/23/99 1 -7 7/17/03 1 -12 7/17/03 1 -3 8/20/99 1 -8 7/17/03 1 -13 7/17/03 1 -4 7/17/03 1 -9 7/17/03 1 -14 7/17/03 1 -5 7/17/03 1 -10 7/17/03 1 -15 1/23/07 J -1 h 10/08/99 J -6 1 2/12/02 -1 1 b 9 /02 /05 J-6g � � i L L u- D i v :�i v vv J- i s 4/24/98 J -6h 4/24/98 J -11 c 6/21/06 J-ld 1/11/06 J -7a 9/12/01 J -12 11/08/05 J -le 1/11/06 J -7c 6/19/98 J -15a 10/04/05 J-lf 6/23/00 J -7d 4/24/98 J -15b 10/04/05 J -3 8/01/97 J -8a 5/20/04 J -16a 3/04/05 J -3b 3/04/05 J -8b 5/20/04 J -16b 9/02/05 J -3c 6/24/02 J -8c 5/20/04 J -18 9/02/05 J -3d 11/05/03 J -8d 5/20/04 J -19 9/02/05 J-5 8/01 J - 9 a ^ 4 /24 /9V J - LV 9 /02/05 J -6c 4/24/98 J -10 7/18/97 J -6f 4/24/98 J -11 a 9/02/05 K- 10.20 -00 2/15/07 K- 26.40 -00 2/15/07 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 -00 2/15/07 K- 30.40 -00 2/15/07 K-55.20-00 2/15/07 K- 20.40 -00 2/15/07 K- 32.20 -00 2/15/07 K- 60.20 -00 2/15/07 K- 20.60 -00 2/15/07 K- 32.40 -00 2/15/07 K- 60.40 -00 2/15/07 K- 22.20 -00 2/15/07 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 -00 2/15/07 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 -00 2/15/07 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 -00 1/30/07 L- 20.10 -00 2/07/07 L- 40.15 -00 2/21/07 L- 70.20 -00 1/30/07 L- 30.10 -00 2/07/07 L- 40.20 -00 2/21/07 M- 1.20 -01 1/30/07 M- 3.30 -01 1/30/07 M- 20.10 -01 .... 1/30/07 M- 1.40 -01 1/30/07 M- 3.40 -01 1/30/07 M- 20.20 -01 .... 1/30/07 M- 1.60 -01 1/30/07 M- 3.50 -01 ......... 1/30/07 M- 20.30 -01 .... 1/30/07 M- 1.80 -01 1/30/07 M- 5.10 -01 1/30/07 M- 20.40 -01 .... 1/30/07 M- 2.20 -01 1/30/07 M- 7.50 -01 1/30/07 M- 20.50 -01 .... 1/30/07 M- 2.40 -01 1/30/07 M- 9.50 -01 1/30/07 M- 24.20 -01 .... 5/31/06 " v i - 2 - 0 1 I 1/30/07 !v1-1 1. 1 0 -0 1 1/30/07 M-24.40-01 .... 5/31/06 M- 3.10 -01 1/30/07 M- 15.10 -01 2/06/07 M- 24.60 -02 .... 2/06/07 M- 3.20 -01 1/30/07 M- 17.10 -01 1/30/07 64 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this 29 day of AUGUST , 2008, by and between the City of Yakima, hereinafter called the Owner, and Knobel's Electric. 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: $311,584.60, for 2008 Pedestrian Crossings, Project No. 2236, all in accordance with, and as described in the attached plans and specifications and the 2008 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. The first chargeable working day shall be the 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. 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. IV. 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 CONTRACTOR th / day of - . 2008. �'s ELECTRIC, INC. a S Corporation Contrecto_r.- City Manager j Attest CLIFFORD P. RNOBEL -�� (Print Name) " City Clerk ! PRESIDENT Its (President, Owner, etc.) Address: 801 TENNANT LANE YAKIMA , WA 98901 65 , PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: BOND #5 _ That we, the undersigned, KNOBEL' S ELECTRIC , INC . a WASHINGTON Corporation as Principal and WESTERN SURETY COMPANY a corporation organized and existing under the laws of the State of SOUTH DAKOTA as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 311, 584.60 for the payment of which sum on demand we bind ourselves end our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered Into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA, DATED at Yakima, Washington, this 28 day of AUGUST , 20 08, Never,the.less, the conditions of the above obligations are such that; WHEREAS, pursuant to action taken by the Yakima City Council on ArocAusx Zo , 20cie , the City Manager and City Clerk of the . CITY OF YAKIMA has let or is about to let to the said KNOBEL' S ELECTRIC , T . ,... , , the above bounded Principal, a certain contract, the said contract being numbered 22 , and providing for ' ' , 2008 PEDESTRIAN CROSSINGS (which contract is referred to herein 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 work therein provided for in ' the manner and within the time set forth; , NOW THEREFORE, if the said KNOBEL' S ELECTRIC , INC . _ shall faithfully perform all of 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, sub - contractors and material men, and all persons who shall supply said principal or sub - contractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, their employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub - contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect, KNOBEL' S ELECTRIC , INC . .. -j" - ) (Contractor) B ',. �r f.,,,,-.'. '._ (_. )` - 'C..n..4" nn ' f M I 3i Nd t a .i (Print Name) App as to form: Its; 1' i C� Ca i�+ . l 7 (President Owner, etc...) 1 / /p7(CityABomey) WESTERN SURETY COMPANY TAMMY�MCKEE (Print Name) its: ATTORNEY —IN —FACT 67 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Donald W Emerick Jr, Tammy R Mc Kee, Traci L Sullivan, Shelley A Burnham, Carol Slinkard, Individually of Yakima, WA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. • . In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 24th day of October, 2006. . _ET`o WESTERN SURETY COMPANY c3"' P V R;\1.%%. ttr- el z %w \`SE AN!p a '' � rN Paul . Bruflat, Senior Vice President State of South Dakota 3 1 County of Minnehaha ss On this 24th day of October, 2006, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires +.0,4% 44444444 4 4444544444 4 d r D. KRELL r r s N OTARY PUBLIC r November 30, 2012 r r r - , SOUTH DAKOTA i ALI4 r 4444444444444y4444444Y44 + D. Krell, No ary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation rinted on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this? day of , . .)Co " "m WESTERN SURETY COMPANY • _N n v- 2 w' , z: 'TM ■ OPt �P. ' L. Nelson, Assistant Secretary Form F4280 -09 -06 Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. ACORD. CERTIFICATE OF LIABILITY INSURANCE 09/05/2008 PRODUCER (509)965 -2090 FAX (509)966 -3454 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Conover Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 125 N. 50th Ave. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 10088 Yakima, WA 98909 -1088 INSURERS AFFORDING COVERAGE NAIC # INSURED Knobel's Electric Inc. INSURER A: Continental Western Insurance Co 801 Tennant Lane INSURER B: �� I Yakima, WA 98901 9 2008 INSURER C: V INSURER D: INSURER E: "Amended" COVERAGES I 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 POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS . to 04, isia o_ , „ l∎ GENERAL LIABILITY CWP2396809 01/01/2008 01/01/2009 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100 000 PRFMLSFS (Fs orcurPnre) � CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 A PERSONAL & ADV INJURY $ 1 , 000 , 000 X Completed Ops. GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 7 POLICY n JECOT- n LOC AUTOMOBILE LIABILITY CWP2396809 01/01/2008 01/01/2009 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) 1,000,000 I ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) A — X HIRED AUTOS I BODILY INJURY $ X NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) I GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY CU2416402 01/01/2008 01/01/2009 EACH OCCURRENCE $ I OCCUR ( CLAIMS MADE AGGREGATE $ 5,000,000 A $ DEDUCTIBLE $ I X RETENTION $ 10,000 $ WORKERS COMPENSATION AND CWP2396809 01/01/2008 01/01/2009 TORY IMITS OTH- ER EMPLOYERS' LIABILITY STOP GAP /EMPLOYER'S LIAB E.L. EACH ACCIDENT $ 1,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 1,000,000 I If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS 'roject: 2008 Pedestrian Crossings 'ity of Yakima, City of Union Gap, their agents, employees, and elected and appointed officials F are named as addtional insured Per Form CW3130 (10/04) tepl aces certificate issued 8/28/08. I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL XOXXX % MAIL I 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City of Yakima XX1( NIWAiXIXNEXAKJ XXKAM'D(�XiXXXtI�IKIXi(XX 129 North Second Street MKNOMMOR1004-Mte(08(FX)tXXOUtiOBOUttYanitiXXWAXXXXXXXXX I Yakima, WA 98901 AUTHORIZED REPRESENTATIVE i John Cockrell /TAMMYR ACORD 25 (2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) 1 . t7 tii ;t rt I-i 1:' t5 m I) ' t -3 s p' ;;1 0 11., C) 1 tY ID Si, n }S'1 N t I.) - (1 III ID 1'- ti ID - to ) m g 1 - G O rt In 1-3 f– ft I-•- N F-' ts''tf (n tJ ti 1-•• it 0 r3 f7 k� JJ S' Fi s-'- (D Ti ' O N- V' p.'1 t < t-'- iv tD (D ..:1 I 1'- fv F ID 0 0 N t.1 7 G. O CO 0 ID IV t rt (D = I - - ' H f) f) N 0 - 1 0- rf, 0 C> IIJ'ti < N Ii ?s' I'• a' 1 -3 IC I-'- In rt I- rt Ti r p ,,, P (0 I:1 0 t-' rt IT 0 0 rt 0 I'- al t-• • (D 1€ Pt ti 'd' k') O I _. ' S" ii E'• r' U 0' a ' PI'S Ti 0 ti 0 t to ,p ,� 0 P' ti �.) t-' so t3 SD f) Ti li f) fD i G -- C) fU Si — rt �' I�• r) in U U) ID 0" 0 fn 0 10 111 Pi • N CO IT () 141 H 1 - 4 (D I -i 0 If If fT O Ti ( t i3 to it f) Pt (0 i-(• - 1--1 I - 0 C) to t'' t'i ft' p i I ,1, H - £ rt t-f '0 'Ti 1"i1 ( f) 13.0 H 0 I -f <I Hi to }u 01 1 t' tD 1-t: it N Y 1 -3 O ti pi I -' (D 0 ID to It - 1 0 0 ID ID to pill 0 0 Ii 0' 0' 51 i' -11 F'- 0 0 Ii N H t In ,i3 15 (7 0 (D ID Ti G) r't - • 0 1J) H - (0 I'- t3' () ID ft • to i i, 0 I'- - • 1.. to 0 h' (•I r n N LE) 3 r)=0 t4 Ti 0 c ID in -- 0 Ii a 11 b' o s 1 w d 1 -.1 i -f () 0 ft 0 i .• In ti H t0' if ID 1D 0 ti O t-' t 13 • c r t r t 1 '• rr a O £ 1210 O n ti ii H (5 f2, D v 1 ,Ct I'- i ,� t) Fl t i' S T ID ' t) fJ U € 7' t. p t v ro In t 5 - ti ci I) 0 ID ID 0 Ii f), 0 i- 5 0 1 -' 1-1 i-i P' C ' 5 ---' t o f' f - 3 HI � Ii U ft 1) to i'• 1--' i N rr $ f + 1'• V) • fl 0 I'- to •51 t in (D In in fit (1 0 0 Fi f: ID U) ti t .p (0 tJ . 1 - 0 t i, t r: t7 , I.,- 1'- N t -'- PI 'if U) ID 1-r (n Ct CT 'ci H' Si 51' ( i - ! to to i p . fD l l O t'' 0 u 0 Ft w E'. Eu ,L7 c7 0 H N FY ID 0 ID t a 0 a ti Ti , Li :� •" tI,o H ti in W p•9 P. N H, to . 0 0 0 I -I N 0 Id H 3 r1 ' t C) H N ',- Ti 0 I.., ft in 1";(1 5. 17 es f i 1- 1 „ 0t) PI I - ' Dr t)' 0 ID' O ',-i F 1. I -1 I') Iv t)..., VI II II '< ID Ti'< sit 1330 Ill = fn r ID 0 In 1--3 }i , ir3 VI � p O 'CI - t-1 rr Ii () ' ft/ in li • ' f ID fT ii ' Ft rt 11 SD ED in 1 ' U ) tY c: 51 0 ' 3 ' ID U ' 0” N 11 i., H - .•••• DI LI• .• (1 f) G) . I,. H. 1 -- ' rt I". ,3 0 O O Fr 'tl 0" 1 to 0 ID 'zl 1-ti �'' ;LT. .' ti In . - 5 1 0 I'- 5 '� <; 1 r1 rt 0 td I D Di f') LI '0 O i?.? - ' , P p' H ii (D ft •U t 0 ID ' O ££ m 0 ca ft( 51 '�,p - i- 3 7 O m ti fd • O ' l3 U 0 f l. p 0 1 I t t 3 n' U Ti P) N- PI < ID N 5t, ' .i� ro p €3 Si 1-'- P. 1 Ti 0 • • I'i I'• U) In G ) 1 • t fi P' 1- 't- ";S 0 1-1, to rt ft 0 ID f) 0 () IA I-'- t, 1-' is 1.', t r rt' ID Si) II 0 F'• ''C 0 i3' If Iii f1, 6 'U t t ED 0 4: in 1i 0 0 47' p. ID Iii 1.1 'r3 ID € (i 0 C7 0.' t i rt O t7 0 I (D p, to to - f:), ,.t' o p, N t3 ' 0, N O • C o, I _.- 17" 1't :3 f t 111 13 SD ID N ID )'1 Sj - ti , . •�, 1 -t 11 b I,- (,j f' SD 0' Ti ID P. Ii 0 P I- -' I t � 0 ,/- 1 f ri I -, 51 ID (0 51 51 N ; l N IJ) ft (0 ti I:f 0, 1 `7 L=1 I', • U7 ti In H ID rr rr rt tCI f) U ft 51, 1 - -1 'Ii o f) 1' '-< ID t7' ft f0 Q P 't9 I - 14 1' ) 1'- 03 1 - ' - a a , - 0 1'- 1-" 1' ti t ' GI `ft ID Ti tD 0 4 OF 0 0 f' t). I� t1, U - t' ti F_) Ut U a 0 i I(1 l Ill Ii 0 r 1). Si it t ti • � - ') ,3 0 0 0 )'. I - ' - 'ci ID ti 1 - ' 1 - ' p Ti' i. (,_ U) tt 1 i'c3 Ii I - -' FS in Hi t•3' ID G 0 to ID I to In fC P }D (it 5u 51) 1- ID C) `D , .- f1, rr `-' 1'1 (n Ii 5. 0 Ii 1 3 ti 3' (D o f , W ii I.,. (1) 1) 11 Sit 0 1 - N 0 N [ " � 0 i ID ID it (D I • ID j P. ft 5-' I i r• N P 1- ' • . 1 'i 3 1 !' - r-. p, • '3' H. (.0 ft 1n 0 1 -' I ( Pi 1 ' C" I D 0 17 1-'• ft . I'- • ID - • , f - .) I £ a .14 Ei lh' -: 1:1 Ut C1 I-'- rr I 0 iii t ti SII ,-. r-,-. 13 Ti #i rt I'- , • r 1-t . in rr ppI h,3 rt (11 Pi f I---' I - •' 111 -. ID H t7" ti t s'0' n ID w o ID 1 t Ti p, 5 -'- '� N �t F), a t} (CI - 3 m 1.1 f I .- 0 -4 (t, f -. rr ti £ f)• <. U ( t , o ' 0 5 - 5 3 I-- - s., - -'d `T' I'- • . 0" I'- l - ' (D ,'d ID C7 (D O 0, 0 C1 P - O - rt r t - ,ti 1 J to r1 f) ID 1 - i ID 0 0 P ''f' F'- tx3 1'x3 0 Pt r7., (n fn fu (1 0 £ • tri I F•-1 O ■ it U P' G I-' < H 0 t r L 9. P. H -tf 0 3 H ID ID P' 1 -' U3 ) - I 0 "•; f1. (D 1 _,- It In I - ., 1,., - 4 5..." ' r)• 1'Y t) P. 0 , 'Ti - ,, f.." (D 51/ ti 11 in to I' ID 1'- t7 f) (n r1. I - Jj . In It 0 ID - O f) Lb '11 0 1) 1'• r) to CJ e3J. II Ut In 11 t s -- i Id 11 { CD rl • f7 1 .,• 5...- 1 (ti) I '• Y' 0 , to it it Ti' , 5:1 'In P I--' ID -- U SO a )_.a ii ID ti (3 p I -' DI P. f1. ` u' f 1 E n :f I'- It, 1 ' 1 I - ' ti c 1 D fD '1 I•- ID rf I11 O 11 ---- I'3 ft iv °•r' t-'- C7 E• Ti f1 ti rt , t7 , In 11 ,p 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 less 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 73 PREVAILING WAGE RATES Department of labor & Industries Statement Prevailing Wage Rates for Yakima County DOL1 - Manufacture & Fabrication Notice Benefit Code Key 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 75 • State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY Effective 03 -02 -08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $29.00 1H 5D BOILERMAKERS JOURNEY LEVEL $50.33 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $36.47 2M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $34.10 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $43.34 1M 5D CARPENTER $34.10 1M 5D CREOSOTED MATERIAL $34.10 1M 5D DRYWALL APPLICATOR $34.10 1m 5D FLOOR FINISHER $34.10 1M 5D FLOOR LAYER $34.10 1m 5D FLOOR SANDER $34.10 1M 5D MILLWRIGHT $44.34 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $43.54 1M 5D SAWFILER $34.10 1M 5D SHINGLER $34.10 1M 5D STATIONARY POWER SAW OPERATOR $34.10 1M 5D STATIONARY WOODWORKING TOOLS $34.10 1M 5D CEMENT MASONS JOURNEY LEVEL $32.59 IN 5D DIVERS & TENDERS DIVER $85.75 1M 5D 8A DIVER TENDER $44.22 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $44.59 1T 5D 8L ASSISTANT MATE (DECKHAND) $44.08 1T 5D 8L BOATMEN $44.59 1T 5D 8L ENGINEER WELDER $44.64 1T 5D 8L LEVERMAN, HYDRAULIC $46.21 1T 5D 8L MAINTENANCE $44.08 1T 5D 8L MATES $44.59 1T 5D 8L OILER $44.21 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $30.44 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 Page 1 J YAKIMA COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE JOURNEY LEVEL $46.13 1E 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6r JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $56.53 4A 5A CERTIFIED LINE WELDER $51.64 4A 5A GROUNDPERSON $37.15 4A 5A HEAD GROUNDPERSON $39.19 4A 5A HEAVY LINE EQUIPMENT OPERATOR $51.64 4A 5A JACKHAMMER OPERATOR $39.19 4A 5A JOURNEY LEVEL LINFPFRSON $G1 an 4A 5A LINE EQUIPMENT OPERATOR $43.83 4A 5A POLE SPRAYER $51.64 4A 5A • POWDERPERSON $39.19 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $23.40 1 ELEVATOR CONSTRUCTORS MECHANIC $60.85 4A 6Q MECHANIC IN CHARGE $66.25 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.72 1 • LABORER $8.07 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $27.20 1H 5D GLAZIERS JOURNEY LEVEL $22.43 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS MECHANIC $13.91 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $29.50 1H 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.24 1 INSPECTION /CLEANING /SEALING OF SEWER & WATER SYSTEMS BY REIVIO I E '..,'Jr I R■L CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $8 1 TV TRUCK OPERATOR $ 1 INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $44.52 10 5A Page 2 YAKIMA COUNTY Effective 03 -02 -08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $29.00 1H 5D PIPE LAYER $29.50 1H 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $9.00 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1 LANDSCAPING OR PLANTING LABORERS $9.00 1 LATHERS JOURNEY LEVEL $34.10 1M 5D METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $43.10 1R 5B PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.07 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $54.24 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $42.14 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $44.92 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $45.41 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $45.96 1T 5D 8L BACKHOES, (75 HP & UNDER) $44.50 1T 5D 8L BACKHOES, (OVER 75 HP) $44.92 1T 5D 8L BARRIER MACHINE (ZIPPER) $44.92 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $44.92 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $44.50 1T 5D 8L BOBCAT (SKID STEER) $42.14 1T 5D 8L BROOMS $42.14 1T 5D 8L BUMP CUTTER $44.92 1T 5D 8L CABLEWAYS $45.41 1T 5D 8L CHIPPER $44.92 1T 5D 8L COMPRESSORS $42.14 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $42.14 1T 5D 8L CONCRETE PUMPS $44.50 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 1T 5D 8L CONVEYORS $44.50 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $44.50 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $44.92 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $45.41 1T 5D 8L WITH ATACHMENTS) Page 3 `A @MA COUNTY Effective 03 -02 -08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $45.96 1T 5D 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $46.53 1T 5D 8L WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $42.14 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $44.50 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $47.09 1T 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $44.92 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $45.41 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $45.96 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $45.96 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $46.53 1T 5D 8L CRUSHERS $. �w4.92 1T 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $44.92 1T 5D 8L DERRICK, BUILDING $45.41 1T 5D 8L • DOZERS, D -9 & UNDER $44.50 IT 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $44.50 IT 5D 8L DRILLING MACHINE $44.92 IT 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $42.14 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $44.50 IT 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP $44.92 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $44.50 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $42.14 IT 5D 8L GRADE ENGINEER $44.50 1T 5D 8L GRADECHECKER AND STAKEMAN $42.14 1T 5D 8L GUARDRAIL PUNCH $44.92 1T 50 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $44.50 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $44.50 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $44.92 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $42.14 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $44.50 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $45.41 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $45.96 IT 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $44.92 1T 5D 8L LOCOMOTIVES, ALL $44.92 1T 5D 8L MECHANICS, ALL $45.41 1T 5D 8L MIXERS, ASPHALT PLANT $44.92 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $44.92 1T 5D 8L MOTOR PATROL GRADER (NON- FINISHING) $44.50 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $45.41 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 1T 5D 8L OPERA IUR PAVEMENT BREAKER $42.14 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $44.92 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $44.50 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $42.14 1T 5D 8L POWER PI ANT $nom 1e 1T 5 D B f �Y L. i''Y JV VL PUMPS, WATER $42.14 1T 5D 8L QUAD 9, D -10, AND HD -41 $45.41 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 1T 5D 8L EQUIP RIGGER AND BELLMAN $42.14 1T 5D 8L Page 4 YAKIMA COUNTY Effective 03 -02 -08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ROLLAGON $45.41 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $42.14 1T 5D 8L • ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $44.50 1T 5D 8L ROTO - MILL, ROTO GRINDER $44.92 1T 5D 8L SAWS, CONCRETE $44.50 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $44.92 1T 5D 8L OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $45.41 1T 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $44.50 1T 5D 8L SCREED MAN $44.92 1T 5D 8L SHOTCRETE GUNITE $42.14 1T 5D 8L SLIPFORM PAVERS $45.41 IT 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $44.92 1T 5D 8L SUBGRADE TRIMMER $44.92 1T 5D 8L TOWER BUCKET ELEVATORS $44.50 1T 5D 8L TRACTORS, (75 HP & UNDER) $44.50 1T 5D 8L TRACTORS, (OVER 75 HP) $44.92 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $44.92 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $45.41 1T 5D 8L TRENCHING MACHINES $44.50 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $44.50 1T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $44.92 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER $44.92 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $42.14 1T 5D 8L YO YO PAY DOZER $44.92 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $37.61 4A 5A SPRAY PERSON $35.73 4A 5A TREE EQUIPMENT OPERATOR $36.19 4A 5A TREE TRIMMER $33.68 4A 5A TREE TRIMMER GROUNDPERSON $25.43 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $54.24 1Q 5A RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $29.00 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $22.43 1B 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $8.07 1 Page 5 YAKIMA COUNTY Effective 03 -02 -08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY 1 FVFI $15.56 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $30.87 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $30.18 2P 51 USING IRRITARI F RITI IMINO1 IC MATERIALS $33.18 2P 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $42.78 1B 5A SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $23.11 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $8.07 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $43.50 1R 5Q STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $30.66 2B 5A HOLE DIGGER/GROUND PERSON $17.19 2B 5A INSTALLER (REPAIRER) $29.41 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $28.53 2B 5A SPECIAL APPARATUS INSTALLER I $30.66 2B 5A SPECIAL APPARATUS INSTALLER II $30.05 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $30.66 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $28.53 2B 5A TELEVISION GROUND PERSON $16.31 2B 5A TELEVISION LINEPERSON /INSTALLER $21.68 2B 5A TELEVISION SYSTEM TECHNICIAN $35.78 2B 5A TELEVISION TECHNICIAN $23.19 2B 5A TREE TRIMMER $28.53 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $27.82 2M 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $23.87 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $36.40 1K 5A Page 6 YAKIMA COUNTY Effective 03 -02 -08 *************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $31.56 2G 61 DUMP TRUCK & TRAILER $31.56 2G 61 OTHER TRUCKS $31.56 2G 61 TRANSIT MIXER $31.56 2G 61 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $25.44 1 OILER $9.20 1 WELL DRILLER $18.00 1 Page 7 BENEFIT CODE KEY - EFFECTIVE 03 -02 -08 ***************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 03-02 -08 -2- 1. Q. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. • T. WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE -HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS (12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS. AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL • ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE.. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLYRATE OF WAGE. V. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE • HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. • F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. • BENEFIT CODE KEY - EFFECTIVE 03 -02 -08 -3- G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. 2. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. P. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. • HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). BENEFIT CODE KEY - EFFECTIVE 03 -02 -08 -4- K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY • (9). L. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). M. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY (9). N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). 5. S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER T__HANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS (10). U. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (8). V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, TT IANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY THE LAS 1 WORK DA tstirutci; CHRISTMAS DAY , AND CHRISTMAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). E. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A HALF -DAY ON CHRISTMAS EVE DAY. (9 1/2). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (II). BENEFIT CODE KEY - EFFECTIVE 03 -02 -08 -5 G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND CHRISTMAS EVE DAY (11). H. PAID HOLIDAYS: NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (10). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). J. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (9). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). UNPAID HOLIDAY_ PRESIDENTS' DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9). W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET • OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. BENEFIT CODE KEY - EFFECTIVE 03-02-08 -6- M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $L00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. • 9. A. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO I AM IS WAGE PLUS 17.3% GRAVEYARD FROM 12:30 AM TO 9:00 AM IS WAGE PLUS 31.4% B. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO 12:30 AM IS WAGE PLUS 10% FOR 7 % HOURS WORKED GRAVEYARD FROM 12:30 AM TO 9:00 AM IS WAGE PLUS 15% 7 HOURS WORKED Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) Below is the department's (State L &I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non- standard ". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non - standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly /fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Supplemental to Wage Rates 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" cnli �rnn should he considered to be non- stanriarrd and therefore covered by RCW 39.12. items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this • general list may occur, and in that case shall be evaluated according to the criteria described in State and L &I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi- directional vaned grates for Catch Basin X Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans • 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, • Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3, Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced — — — — concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. )( E 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch y j to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. Supplemental to Wage Rates 2 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. i X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail j conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be X in accordance with Section 9- 28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or X boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9- 28.14(3). 13. Concrete Piling -- Precast - Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1L, 1P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 3 WSDOT°s Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO • 17. Precast Concrete inlet - with adjustment sections, • See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. SPe Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval j A prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Valve Vault - For use with underground utilities. See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X permanent barrier. 2 Reinforced Earth Wall Panels — Reinforced Farth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities i inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall i panel in size and shape as shown in Plans. I ,. panel in size and shape as shown in Fabrication plant has annual approval for methods and materials to be used ! f Supplemental to Wage Rates 4 • WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure I X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to X casting girders. See Std. Spec. Section 6- 02.3(25)A 29. Prestressed Concrete Girder Series 4 -14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. X See Std. Spec. Section 6- 02.3(25)A 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to X be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 33. Monument Case and Cover X See Std. Plan. Supplemental to Wage Rates 5 WSDOT's Predetermined List for Suppliers ® Manufactures - Fabricator ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO -M -183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with X AASHTO -M -111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. X j 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASH T O -M -11 1. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to X fabrication 38. Light Standard- Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X Provisions for pre- approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. X See Special Provisions for pre-approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. X Supplemental to Wage Rates 6 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. X X NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed I Custom Std Message Signing Messaa e 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom Standard End Sec Sec 45. Aggregates /Concrete mixes Covered by WAC 296 - 127 -018 46. Asphalt Covered by WAC 296- 127 -018 47. Fiber fabrics X 48. Electrical wiring /components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52. Irrigation components X Supplemental to Wage Rates 7 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 53. Fencing materials 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbina X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X Supplemental to Wage Rates 8 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 - PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. METAL FABRICATION (IN SHOP) EFFECTIVE 03 -02 -2008 ********************************************************************* * * *** * * * * * * * * * *** * *** * * * * * *** ** (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: ADAMS, ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS LINCOLN, OKANOGAN, PEND ORIELLE, STEVENS, WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 1 LABORER $8.13 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 Counties Covered: BENTON MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 1 Counties Covered: CHELAN FITTER $15.04 1 LABORER $9.54 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 Counties Covered: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC SAN JUAN AND SKAGIT FITTER/WELDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 Supplemental to Wage Rates 9 METAL FABRICATION (IN SHOP) • EFFECTIVE 03 -02 -2008 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: CLARK FITTER $27.80 1 LABORER $19.52 1 MACHINE OPERATOR $29.08 1 PAINTER $25.62 1 WELDER $27.20 1 Counties Covered: COWLITZ MACHINE OPERATOR $24.46 1B 6V PAINTER $24.46 1B 6V WELDER $24.46 1B 6V Counties Covered: GRANT FITTER/WELDER $10.79 1 PAINTER $8.07 1 Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER 15.48 Counties Covered: KITSAP FITTER $26.96 1 LABORER $8.07 1 • MACHINE OPERATOR $13.83 1 WELDER $13.83 1 Supplemental to Wage Rates 10 METAL FABRICATION (IN SHOP) EFFECTIVE 03 -02 -2008 ********************************************************************* ** *** * * *** *** * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: KLICKITAT, SKAMANIA, WAHKIAKUM FITTER/WELDER $16.99 1 LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 Counties Covered: PIERCE FITTER $15.25 1 LABORER $10.32 1 MACHINE OPERATOR $13.98 1 WELDER $13.98 1 Counties Covered: SNOHOMISH FITTER/WELDER $15.38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 Counties Covered: SPOKANE FITTER $12.59 1 LABORER $8.07 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 Supplemental to Wage Rates 11 METAL FABRICATION (IN SHOP) EFFECTIVE 03 -02 -2008 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************ * * ** * * * * *** * * * * *** * * * * * * * * * * * * * ** (See Benefit Code Key) Classification Code Prevailing Overtime Holiday `Ai n.. n vvc C l..ou' Code Counties Covered: THURSTON FITTER $24.88 1A 6T LABORER $16.61 1A 6T MACHN E O $2c MACHINE OPERATOR $26.95 1A 6T PAINTER $19.72 1A 6T WELDER $22.81 1A 6T Counties Covered: WHATCOM FITTERWELDER $13.81 1 LABORER $9.00 1 MACHINE OPERATOR $13.81 1 Counties Covered: YAKIMA FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 • Supplemental to Wage Rates 12 FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 03 -02 -2008 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN, KITTITAS, KLICKITAT AND SKAMANIA ALL CLASSIFICATIONS 8.61 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP,LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: FRANKLIN ALL CLASSIFICATIONS $11.50 1 Counties Covered: KING ALL CLASSIFICATIONS $13.50 2K 5B Counties Covered: PIERCE ALL CLASSIFICATIONS $9.28 1 Counties Covered: SPOKANE ALL CLASSIFICATIONS $20.23 1 Counties Covered: WHATCOM ALL CLASSIFICATIONS $13.67 1 Counties Covered: YAKIMA CRAFTSMAN $8.72 1 LABORER $8.07 1 Supplemental to Wage Rates 13 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential ***ALL ASSOCIATED RATES * ** • Sign Makers and Installers (Non - Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296 -127. Supplemental to Wage Rates 14 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L &I) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administrating the provisions of WAC 296- 127 -018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296- 127 -018 for the production and /or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. Supplemental to Wage Rates 15 ESAC DIVISION - TELEPHONE (206) 586 -6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 August 18, 1992 TO: All Interested Parties FROM: .!im P. rhristencen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296- 127 -018 This memo is intended to provide greater clarity regarding the application of WAC 296- 127 -018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the hem "PREVAII ING WAGES ARE RFQI )IRFD FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, • leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. Supplemental to Wage Rates 16 5rA STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296- 127 -018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296 - 127 -018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296- 127 -018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504 -4510, or call (360) 902 -5310. Please publish the above Notice in WSR 99 -13. If you have questions or need additional information, please call Selwyn Walters at 902 -4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager Supplemental to Wage Rates 17 PROPOSAL Proposal Form Item Proposal Bid Sheet Bid Bond Form Non - Collusion Declaration Non- Discrimination Provision Subcontractor List Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Subcontractors Certification Proposal Signature Sheet Bidders Check List PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City Of Yakima 2008 Pedestrian Crossings 16th Avenue & Bonnie Doone Avenue 4th Street & MLK Boulevard 16th Avenue & Hathaway Street North First Street & East 'N' Street City Project No. 2236 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. 77 ITEM PROPOSAL BID SHEET City of Yakima 2008 Pedestrian Crossings 16th Avenue & Bonnie Doone Avenue 4th Street & MLK Boulevard 16th Avenue & Hathaway Street North First Street & East 'N' Street City Project No. 2236 ITEM PROPOSAL ITEM UNIT AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS ARS DOLLARS SPCC PLAN 1 1 -07.15 1 LS 566•bo 566.60 2 MOBILIZATION 1 -09.7 1 LS 11..0760 4)0 U.0760.6 3 PROJECT TEMPORARY TRAFFIC CONTROL (Min. bid $15 1 LS 1 -10.5 i5953.00 1515CJ.w REMOVAL OF STRUCTURE AND OBSTRUCTION 4 2 -02.5 1 LS 8100 S 106 00 SAW -CUT, PER INCH DEPTH 5 2 -02.5 115 LF 1 1 a ltd, SAW CUTTING SIDEWALK NEAT LINE 6 2 -13.5 70 LF a 7 UNSUITABLE EXCAVATION INCL. HAUL 2 -03.5 35 CY 5g , 00 PAVEMENT REPAIR 8 5 -04.5 90 SY 1azo i o.GL) CEMENT CONCRETE TRAFFIC CURB AND GUTTER 9 8 -04.5 240 LF I 5 LI © (n ib, 00 EXTRUDED CURB 10 8 -04.5 50 LF 15: L1 776. C � CEMENT CONC. SIDEWALK, 4 IN. THICK 11 8 -14.5 44 SY LI S °- I O 4.19,q : LDO 12 CEMENT CONC. SIDEWALK RAMP TYPE 2 8 -14.5 6 EA 7 5 0.0 0 t4500, 0C 13 CEMENT CONC. SIDEWALK RAMP TYPE 3 3 EA 8 -14.5 '130 t~> 6 av 5 t. oo 14 PEDESTRIAN CROSSING SIGNALIZATION AT 16 AVE & BONNIE DOONE 1 LS 8 -20.5 &In IA9.aa W4 ? 1pciq,L!ia 15 PEDESTRIAN CROSSING SIGNALIZATION AT 4 ST & MLK BLVD. 1 LS 8 -20.5 3,4 oli .3c9 Ct to. O 0 16 PEDESTRIAN CROSSING SIGNALIZATION AT 1 ST AND 'N' ST 1 LS 17 PEDESTRIAN CROSSING SIGNALIZATION AT 16 AVE AND HATHAWAY 1 LS REPAIR OR REPLACEMENT 18 8 -30.5 1 FA $5,000 $5,000 TOTAL: tc 79 80 13113 BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of which amount is not Tess than five percent of the total bid. Sign Here ; BID BOND ; ' KNOW ALL MEN BY THESE PRESENTS: That we, KNOBEL'S ELECTRIC, INC. 2S principal, . and WESTERN SURETY COMPANY . as Surety. are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of ' 5OF AMOUNT F BI D, ,, . 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 according to to Perm of f 2008 PEDESTRIAN CROSSTNGS the proposal or bid made by the Principal therefor, and the Pr 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 11 DAB OF AUGUST , 20 08 c-�.t °U49 ' v "-Principal 0 ,& tSi4,�+'t ' K�IO EL'S ELEC IC, INC s urety __�_�__��– WESTERNi'ETY COMPANY �.,.�_______— _�_-- -�Y- -' iE-E ; –ATTeR -` - 111 - = 'C T AUGUST 11TH ,2008 Received return of deposit in the sum of $ 1 81 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Donald W Emerick Jr, Tammy R Mc Kee, Traci L Sullivan, Shelley A Burnham, Carol Slinkard, Individually of Yakima, WA, its tnie and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - . and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 24th day of October, 2006. WESTERN SURETY COMPANY SN Dpl�t� ...� P Bruflat, Senior Vice President • State of South Dakota ss County of Minnehaha On this 24th day of October, 2006, before me personally carne Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires .,,,,,`,.0Y ..,.•.4,,,,54•.•.•.•.•.40,•.•. S s D. KRELL s s November 30, 2012 i NOTARY PUBLIC s a SER.. SOUTH DAKOTA i ,Of s s }44444444444444444444444 + D. Krell, No ary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the Ry_L aw of the corporation_printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 41 day of () 1 ). �/ `'u ...ET'0 WESTERN SURETY COMPANY � r Z2 • L. Nelso on n r Assi�st J ant Secretary Form F4280 -09 -06 Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not for the validity of'any bonds, policies, undertakings, Powers of Attorney or other obligations of the rp necessary corporation. The signature of any such officer and the corporate seal may be printed by facsimile. NON - COLLUSION 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 undersigned 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: - 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. 83 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." 85 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 Pro - '.i.t4 Item Numbers .5) h Subcontractor Name a" can '--1- P. fl / ( k') Item Numbers Subcontractor Name Item Numbers 3 Subcontractor Name i 1 b e i 4- PG* .e rs n Cep rlc re,+e, Item Numbers q 10 1 J ) 1 .3 Subcontractor Name Item Numbers Bid Items to be performed by the Prime Contractor: yy G ) Prime Contractor Name +� C,5 c _ S �_) @c Y i X Item Numbers 1 L i ) 7 I LI) 15. j( p 17 87 88 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 is committed to a women and minority business enterprise utilization program. The City is determined to 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. 89 RESOLUTION NO. D — 403 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 ..4RY d. day of ( 4,L4.-- , 1983. y O rCAAmAk10-11Q Mayor ATTEST: City Clerk 91 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 by the City of 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 respective obligations under the terms 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 suchworker 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 Labor. 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. 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 93 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. i. The contractor shall validate all man specifications; selection requirements, tests, etc. j. 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. I. 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. Th n t r c t o shall make that The IG Lal ill aLlVr shall 1ilQRC sure tl ic7i 3el ilUrily 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. 94 • BIDDERS 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: ) K n ob f - ' r ~ � 1 ec r' l (BIDDER) certifies that: 1. It intends to use the following listed construction trades in the work under the contract jj f P e 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: N C ek C C • `f[' "[` tj - S) ' e,rs J ° \1 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 of Authorized Representative of Bidder) 95 96 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or Subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. 97 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 and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Qequests for exemptions from these Bid Conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as sh b r equ i red by the contracting or administering _. _ _ the Office . Conditions so cep shall be required It GU Ley the LUI Itl ciL:tll I[� VI cdUl l 111113 [CI li I� agency Cf [n� LJTf1Ce of Federal Contractor Compliance. • • 98 } PROPOSAL 2008 Pedestrian Crossings 16th & Bonnie Doone, 4th & MLK, 16th & Hathaway, First & `N' Street City Project No. 2236 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 ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND '1� IN THE AMOUNT OF 5% OF THE BID *" Receipt is hereby acknowledged of addendum(s) No.(s) 1 & SIGNAA OF AUTHORI ED OFFICIAL(s) 0u P�QOc,P�' a. 3 Or' . i g ,l P ii FIRM NAME 1'cbei E1ec +rtc \ 'rn (ADRESS) 9,61 '£' C:11' - I -C.rx PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER 1 f jE, „} -144 au FEDERAL ID No. i q j (7 1 S r7 17 I CD I WA STATE EMPLOYMENT SECURITY REFERENCE NO. og O(;) 0 Note: (1) 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. (2) 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. (3) 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. 99 100 • • 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. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information at time of bid WILL NOT render the bid non - responsive. D. BIDDER'S CERTIFICATION E. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. F. MBE/WBE FORM It is requested that The Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. 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. D. DOT Form 420 -004EF Refer to Required Contract Provisions Federal -Aid Construction Contracts FHWA -1273. 101 CONSTRUCTION DETAILS Construction Details (Plans Follow) • RP 1111 CEMENT CONCRETE PEDESTRIAN CURB 4i ,1 w — ii R P 11' P CEMENT CONCRETE T-3- RP RAM /I �� PEDESTRIAN CURB 1l— � / 3/8' EXPANSION / I 3/8" EXPANSION lk.1\ 13/e EXPANSION JOINT (TYP) ft10.:1 JOINT (TYP) �� I JOINT (TYP) .4 4 i.. �L �' 4* RAMP - TYPE 1 RAMP - TYPE 2 RAMP - TYPE 3 11' 5' 5' 4' ,e, is RAMP 2 ' RAMP LANDI 5' F 1 4- 2' _t la- w I w + 2% 2z inn IMMEMIN....Bill Mill SI" CEMENT CONCRETE ��°"° CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE SIDEWALK SIDEWALK CONCRETE SID CEMENT EWALK DEPRESSED CURB DETECTABLE WARNING PATTERN DETECTABLE WARNING PATTERN SECTION DETECTABLE WARNING PATTERN DEPRESSED CURB (TRUNCATED DOMES) (TRUNCATED DOMES) DEPRESSED CURB (TRUNCATED DOMES) SECTION SECTION • SECTION A SECTION B SECTION C ..., 16 1100,,,,,..,,. \ „, \\,, "'",,..„, ,„, 1111 \ir : N . ' ' ,, IFf • immilmirtiommio "*"'"..s.....-••••■•••./. ••••.... \ / ISOMETRIC VIEW �\_ .„....,.......... —N---___ \_. `� ISOMETRIC VIEW ��/ ISOMETRIC VIEW —� —/ NOTES \. 1. THIS DETAIL INDICATES MINIMUM SIZE, SIDE SLOPE, AND PATTERN REQUIREMENTS FOR ACCEPTABLE HANDICAP ACCESS RAMPS. 3. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT STYLE, NUMBER, AND LOCATION OF RAMPS WALL DEPEND ON SITE CONDITIONS. (CROSSWALK SEPARATION, CURB RADIUS, ETC.) OF RAMP ACCESS AREAS. ' AND SHALL BE INSTALLED ACCORDING TO THE PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 4. DETECTABLE WARNING PATTERNS SHALL BE CREATED AS SPECIFIED BY VANGUARD ADA SYSTEMS OF 2. CURB RAMPS WILL NOT BE POURED INTEGRAL WITH THE SIDEWALK OR CURB & GUTTER, AND SHALL BE ISOLATED BY EXPANSION AMERICA, SNOHOMISH, WA AND SHALL BE AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. JOINT MATERIAL ON ALL SIDES BUT NOT AT THE END OF THE RAMP ADJACENT TO THE CURB. 5. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. APPROVED: 1.5.2005 CITY OF YAKIMA - ENGINEERING DIVISION 1 SIDEWALK RAMPS I RI 1 .............................. - • • • • • - - • - • • • • • • • • - • • • - • . , . . . . . . . ............ . ........... . . ............. . . . . ....... . ..... ............... • • • • • • • • • • • • • • ' • • • ' • ' • • • " • • • ........ . . . . . . . FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. • • ' ' " " " ' • ............ • " ' " ' " • " " " • " ' ............. ............ • • • • • ............. ........ ............ ............. ............. „ , ....... ........... ......... . ........... ......... . ....... THROUGH JOINTS ON EACH SIDE OF ........ AND AROUND EACH UTILITY APPURTENANCE. • • • " ' • • .• ....... ............. ............ ........ ........ • • " " • • " " • ............. . . . . . . • • • " • • • • • • ' • NOTES ........ • • • • • • - - • • • ............. - • • " • • • • • " • 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL ............. SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. • • • • • • • • • • • • • • • • • • • ............. ............. 2. 1-1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO • • • • • • • • • • • • ............. THE CONCRETE w/ nv- GROOVES AT 5 INTERVALS. • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • .......... 3. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE ............. ........... FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. ............. • • • • • • • • • • • • . . ....... • • • • • • • • • • • ............. 4 . SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. • • • • • • • • • • • • „ ........... • • • • • • • • • • • ............. • • ' • • • • • • • • • • APPROVED: 1.5.2005 CITY OF YAKIMA - STANDARD DETAIL SIDEWALK JOINTING I R10 LA h z P ALL CONDUT TO CLEAR LOWER a a CENTER BRACE OF CABINET BY 1/2" MIN. ANCHOR BOLTS AND DATA FOR II of SPACING TO BE SUPPLIED BY i CABINET MANUFACTURER o SHIM TO PLUMB 4" SLIPFITTER F � Hiui La- #4 BAR EACH CORNER jiII i 4" GALV. STEEL PIPE ( ��;;i;=IMI a ^ M 3" x 5" HANDHOLE WITH COVER 5/8" x 24" x 4" GALV. STEEL 1" MIN. ANCHOR BOLTS 1 1 #4 HOOPS 2" MAX. 1" MIN. , 1 3/8" DIA. PLASTIC DRAIN TUBE 2" MAX. 1 #4 BAR EACH CORNER - -- CAB BASE 111 ill 3" MAX. PLUS 2" 2 1 /2" —w— -— -- —.I- 2 1 /2" o 6" 18" I rn �— i 1J #4 BARS 0 1' CENTERS l 1 11 I Q ,� f \ i I 1 I I i 1 1 wl I I I I o I I I 2 — O " \ L.; a N \ 0 0 #4 BAR EACH (SQ. OR RND) N ` — == CORNER ) 0 a 1 1 1 1 �- # HOOPS PEDESTAL MOUNT r•-) 1 I I o I it o _ .-- N 111 \ NOTES 1 11 1 1. PAD AND PEDESTAL MOUNTS SHALL BE CLASS B CONCRETE UNLESS - 1 11 1 NOTED OTHERWISE ON THE PLANS. I u LOCATE CONDUITS CENTRALLY IN FOUNDATION. INSTALL ONE 2. WHERE PAD OR DEDESTAL MOUNTS ARE LOCATED IN A SIDEWALK, N SPARE 2" CONDUIT AND CAP. CONSTRUCT MOUNT TOP FLUSH WITH SIDEWALK GRADE, OMITTING OTHERS AS REQUIRED. CHAMFER WHERE TOP AND SIDEWALK ABUT. PAD MOUNT 3. PAD MOUNT DESIGN IS TYPICAL, CONTRACTOR SHALL UTILIZE CABINET MANUFACTURER'S SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL 4" x 9" GALV. PIPE FLANGE SUBMIT FOR APPROVAL A PROPOSED DESIGN WITH PLAN, ELEVATION \ AND ANY RELEVANT SECTION VIEW. 4. EXPANSION ANCHOR BOLTS (KWK—BOLT, WEJ —IT, OR EQUAL), MAY / 7 1/2" DIAM. BOLT CIRCLE BE USED TO FlT CABINETS TO EXISTING PAD MOUNTS. FOR 4 (MIN.) BOLT HOLES 3/4" DIA. EACH 5. PEDESTAL HEIGHT MAY BE REDUCED TO CONFORM WITH 7' MAX. FOR ENTIRE UNIT. PEDESTAL BASE DETAILS E10 CABINET FOUNDATION DETAIL NTS City of Yakima — Engineering Division APPROVED: 1.13.00 CITY OF YAKIMA - STANDARD DETAIL I CABINET FOUNDATION DETAILS I HO 3/8" — 16NC HEX BOLT • COVER / w/ WASHER Y i 6 P f o eo.9 ooc� / C CARRIAGE BOLT NN ,,..... ... SURFACE ISTANT — ►I J I�-- w/ WASHER F O \ BOX JUNCTION BOX DIMENSIONS (INCHES) COVERS A B C WT. LBS. TYPE 1 25 1/4 14 1/4 3/4 30 TYPE 2 31 1/8 18 1/4 3/4 50 JUNCTION BOX DIMENSIONS (INCHES) D E F G H J K WT. LBS. TYPE 1 27 1/4 16 1/4 12 12 3/4 23 3/4 1/2 11 1/4 47 TYPE 2 33 1/8 20 1/8 12 16 3/8 29 3/8 1/2 11 1/4 56 NOTE 1. JUNCTION BOXES AND COVERS SHALL BE CONSTRUCTED OF POLYMER CONCRETE GRAY IN COLOR, REINFORCED BY A HEAVY —WEAVE FIBERGLASS. COVERS SHALL BE RATED FOR A MINIMUM SURFACE LOAD OF 15,000 LBS, AND BOXES RATED FOR A MINIMUM OF 8,000 LBS. OVER A 10" SQUARE AREA, MATERIAL COMPRESSIVE STRENGTH SHOULD BE NO LESS THAN 11,000 P.S.I., COVERS SHALL HAVE A MIN. COEFFICIENT OF FRICTION OF 0.5 AND HAVE THE LOGO "TRAFFIC SIGNAL" ON IT. BOXES SHALL BE SIMILAR TO "COMPOSOLITE" AS MANUFACTURED BY QUAZITE CORPORATION OR APPROVED EQUAL Ell JUNCTION BOX DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.20.99 CITY OF YAKIMA - STANDARD DETAIL I JUNCTION BOX DETAIL I Ell LONGITUDINAL BUFFER SPACE = B SIGN SPACING = X MINIMUM TAPER LENGTH = L (FEET) CHANNELIZING DEVICE SPACING POSTED SPEED (MPH) 25 30 35 40 45 50 RURAL ROADS 45155 MPH 500 t LANE WIDTH POSTED SPEED (MPH) POSTED SPEED IN TAPER IN TANGENT LENGTH B (FEET) 155 200 250 305 380 425 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350't (FEET) 25 30 35 40 45 50 (MPH) (FEET) (FEET) RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200 t 10 105 150 205 270 450 500 50 40 80 RESIDENTIAL 8 BUSINESS DISTRICTS ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERIMSE 11 115 186 225 294 495 550 35 / 45 30 80 BUFFER DATA 12 125 180 245 320 640 800 25 / 30 20 40 TYPICAL PROTECTIVE VEHICLE WWTH TMA (SEE NOTE 1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE . RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. VEHICLE TYPE LOADED WEIGHT 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. W20-SL SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE FLAT BED, ETC. IN ACCORDANCE IITH MANU- W4-2R LEFT LANE W20-1 FACTURER RECOMMENDATION) CLOSED ROAD 1 ROLL AHEAD STOPPING DISTANCE = 30 FEET MIN. AHEAD WORK NY (DRY PAVEMENTASSUMED) AHEAD LANE WIDTH 10 MIN. - SEE STANDARD PLAN , Z L2 K -24.20 FOR ALTERNATE ENCROACHMENT O 6 L X X X Z N b N m a LLLL D % 8 a . ' ♦ WORK AREA 4 1 3— ® ° — a ° v/ 1011 Egi . e e a co y IMIIIIIMM_ M b b b X X X L BO LANE WIDTH 10 MI - SEE STANDARD PLAN K -24.20 In .. FOR LOCAL AGENCY USE ONLY FOR ALTERNATE ENCROACHMENT W4-2R - NOT FOR USE ON STATE ROUTES W20-1 COMPLIANCE DATE 12/22113 ROAD W20-5L J. T WORK LEFT LANE O ® � oF wASy 11 1 11 AHEAD CLOSED ( Z �o SF �� 'bi AHEAD F tpk.7J NOTES of ¢ 1 1ELI �, .f 1 35 „ 47 i l i 1. A Protective Vehicle is recommended regardless if a Truck Mounted Attenuator N ■ sii. �` i g i PCMS (TMA) is available; a work vehicle may be used. When no TMA Is used, the S/ONAL BN Protective Vehicle shall be strategically located to shield workers, with no specific SAMPLE MESSAGE 4 C Roll - Ahead distance. 1 2 LEGEND 1El( PIRES AUGUST 9, 2009 2. Portable Changeable Message Sign (PCMS) - recommended. LEFT AND CENTER LANE LEFT NO LANE LEFT a SIGN LOCATION CLOSURE — TWO -WAY CLOSED TURN 3. Prohibit toms as necessary for traffic conditions. LEFT TURN LANE D 5 D CHANNELIZING DEVICES 1.5 SEC 1.5 SEC 4. For signs size refer to Manual on Uniform Traffic Control Device (MUTCD) STANDARD PLAN K- 26.40 -01 P FIELD LOCATE IN ADVANCE I PROTECTIVE VEHICLE - RECOMMENDED and WSDOT Sign Fabrication Manual M55 - 05. OF LANE CLOSURE SIGNING I PCMS I PORTABLE CHANGEABLE MESSAGE SIGN SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION DI:{> ARROW PANEL Pasco Bakotich III 10 -12 -07 RATE OE.ION ENGINEER DATE T Ws.Mnpbn 500 D.•orlm.M of Tron.puie0n NOTES z LONGITUDINAL BUFFER SPACE ■ B MINIMUM TAPER LENGTH ■ L (FEET) SIGN SPACING ■ X (1) 0 POSTED SPEED (MPH) 25 30 35 40 45 50 55 80 LANE IMDTH POSTED SPEED (MPH) RURAL HIGHWAYS 60 /65 MPH 800' t 1. A Protective Vehicle is recommended regardless if a Truck z ( > Mounted Attenuator (TMA) is available; a work vehicle may D LENGTH B (FEET) 155 200 250 306 380 425 495 570 (FEET) 25 30 36 40 45 50 55 60 RURAL ROADS 45/55 / 66 MPH 500' t be used. When no TMA is used, the Protective Vehicle co 10 105 150 205 270 450 500 550 - RURAL ROADS 8 URBAN ARTERIALS 36 / 40 MPH 360' t shall be strategically located to shield workers, with no 11 115 165 225 294 495 550 605 880 RURAL ROADS, URBAN ARTERIALS, specific Roll - Ahead distance. w RESIDENTIAL 8 BUSINESS DISTRICTS 25 / 30 MPH 2W' t (2) BUFFER DATA 12 125 180 245 320 540 800 880 720 2. Devices shall not encroach Into adjacent lanes. URBAN STREETS 25 MPH OR LESS 100' t (2) TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE 3. Extend device taper (L/3) across shoulder - recommended. g VEHICLE TYPE LOADED WEIGHT CHANNELIZING DEVICE SPACING 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. (1) RAMPS, AT-GRADE INTERSEC11ONSEAND DRICVEWAYS.ATE INTERCHANGE 4. POrta�bm Message Sign (PCMS) MAXIMUM WEIGHT SHALL BE POSTED SPEED IN TAPER IN TANGENT SERVICE TRUCK ( (MPH) (FEET) (FEET) IN ACCORDANCE 11TH MANU- (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT FLAT BED, ETC. FACTURER RECOMMENDATION) 50 / 70 40 80 ROADWAY CONDITIONS. 5. Use Transverse Devices in closed lane every 1000' t - recommended. 1 ROLL AHEAD STOPPING DISTANCE - 30 FEET MIN. 35 / 45 30 80 1 (DRY PAVEMENTASSUMED) 25130 20 40 6. Traffic Safety Drums for all tapers on high speed roadway recommended. 7. Channellzing Device spacing for the downstream taper option shall be 20' O.C. W20 -8R 8. For signs size refer to Manual on Uniform Traffic Control RIGHT LANE Devices (MUTCD) and WSDOT Sign Fabrication Manual M55-05. W4-2L CLOSED W20-1 - COMPUANCE DATE 12123/13 AHEAD ROAD WORK END 020-2A AHEAD ROAD WORK. OR DOWNSTREAM TAPER TO SHOW END OF WORK AREA - SEE NOTE 7 100 _ <_ B L X X X N q b b 2 ° ® o �% j / / / / / / / //j j SEE NOTE 5 0 ® a ® ` FOR LOCAL AGENCY USE ONLY W ORK AREA �— ® ®o o NOT FOR USE ON STATE ROUTES Z m IS ® ® ® ® ® D ® D 660E L TR ii iN ill till #7.,,,-1,,% 11111 lo��� N N b j I c ¢ i SEE STANDARD E PLAN K-24.20 �� 9F ol STER \ 4 � g � sS /DNAL B Ilpg (EXPIRES AUGUST 9, 2007] (f i i PCMS SINGLE LANE CLOSURE SAMPLE MESSAGE ON MULTILANE ROADWAY LEGEND 1 2 STANDARD PLAN K- 24.60 -00 CI SIGN LOCATION LANE ONE SHEET 1 OF 1 SHEET ® 0 D CHANNELIZING DEVICES CLOSED AHELAD APPROVED FOR PUBLICATION MIN PROTECTIVE VEHICLE - RECOMMENDED Ken L. Smith 02 -15-07 1.5 SEC 1.5 SEC MIR DEMON ENGINEER rvre 1PCMS1 PORTABLE CHANGEABLE MESSAGE SIGN FIELD LOCATE 1 MILE 5, IN T WDM,Inplw, dale Department of Traapmlollon CCD ARROW PANEL ADVANCE OF LANE CLOSURE -" . 1 n Crossings ______, 2 0 0 8 P d t ' i-----1 („,,, , , 16th Avenue & Bonnie Doone Avenue , x � f- 4th Street & MLK Boulevard - �� u _� 16th Avenue & Hathaway Street 77 '\ N , North First & East Street r, _-,-.) \ ' , t , ,0 _ City of Yakima Project No. 2236 First St & East 'N' St UNDERGROUND FEATURES SHOWN HEREON REPRESENT ,-;----/ 1�LA� DISCLf�IY�2 ---` L, f�Co.;h r / II �ti BEST AVAILABLE INFORMATION AS OP>TAINED FROM LOCAL �' = . � j , a kta a Ii i j l I = ' `�, RECORDS AND V1SIDLE SURFACE EVIDENCE. THE CONTRACTOR x � � �{ j� IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL �°°° �. i ��`± ' ' +a . '' UNDERGROUND FACILITIES. STATE LAW REQUIRES THAT ALL t = s ` — , _ 1 1 ' _ —� -- ,_ _ l \'''\\\\\ 1 ± \ \ EXCAVRK MT BE PROCEEDED BY CAO nil Y __ R c ALL OWNERS OF UNDERGR FACILITIES THROUGH A TI O NE N TO i i _, _ I �` 1 °°° i S L , L ! `; NUMER ATION LOCAT SERVICE 1 800 553 444 � � ' , � . var e { an ` 1 .�w �� � � _ \ , : 1 _ t 1 ` U - • • T r _ . /{ ' ,. ..` 4 - a l S : f � l l-v l y.', t �v ' c 2 (� 2 t , } ,ll I � \ • V ".-^- V iY ti - .{ _ P � • , '� .e_ I { . t J , _ _ .._ r g i- ;, s` ;� � 4 , { \ „ ' , i 1 i i _ 1 c�1� , 11 i - m t .rm� i ' . l __ t , =� -1 .. 1 ! „ - �y `�`l } �• l . ( l} ,$ } / f IK i; i : ��'`� f - - . • � � � bilk rou � �d '` t * ( Pa . �t`.Y \\ ��� _ t -` �. �l i \ W (!! y'� � p t f �: _ I _ L .. U y _ = i .� � � �A Ja ., � L, , _ � .� . Yaks ma . : - — t , T , E - ' 111p � i II S 1 1 = t1 m `.I r \ , LAN 1.� � '� _ a -, , � � 1 _ [ ' = ! . € a _ I I-- P 1! IM TI � ° l l 3 i . \` \ \ j - (f j — M ,;; Y ILL s, ,� All America ,, ,-7 _ . ` J / P q • v i w r_ ` ! rte ;��J ° 1 ; ` ` \ 3 � 1 Q� i J � � r- ` I � =; r p ' o s �' ``` 1994 a d s� �. �_ I E1 —' r" \`` 4 71. 7 1 ° I � i it � , � f , 71/' ONAL - { -Zg 'Z3 7 ': / � %' ■∎-- e I: `\ ` _ \ , \ \ ; ,. EXPIRES 101131 O --" l , _ �\/'" I - —\ I - _ ' City Of Yakima . . _ -�- == — Engineering Division VI IN.I Y M ` � c= /r ' i 129 North Second Street Yakima, Washington }.�. --- -_� I A , , N __,. • / / „.• ,./ Lily , Y m r TRAFFIC STOP BAR ENTRANCE TO INTERSECTION. %/, ' '� (BY OTHERS) SAW CUT AND REMOVE CURB, GUTTER AND SIDEWALK AND CONSTRUCT / / i / �j ' /// NEW ADA RAMP PER CITY SPECIFICATIONS. , // / / =-.„/ //, / /./ ,, / Zit ..0,?... ER //1 �^� J 1 I ,: it I r ^: 1 / / / / " � j / / / i / / . . PAINTEDNINYL CROSSWALK STRIPPING. (BY OTHERS) �� � �O �.0 O ing X//: �' "ro of . / 1 '‘ / /�' i /�; / _ .� f AA CONS TFfU , C .Too FF .A AT/4KAI N: , �S A / // ' / / / / / / // • � (BY OTH a / / / � / �y / / / 7� + tom L�R�'� • AkS' / / //// /»/ /// / / / ,. Alai 110.1111 110111 MI Ar A itr ..... •••••• / EXPI 101131 / ....., r pPr F p . i .. • II I INSTALL NEW PEDESTRIAN SIGNAL POLE. ••• • . !By � / / il.i I ir Vi J 4/, ,, • , / SAW CUT EXISTING CURB, GUTTER AND SIDEWALK TO LIMITS / SHOWN ELIMINATING THE EXISTING DRIVEWAY SECTION. // /� � ff / // CONSTRUCT NEW ADA RAMP W/ APPROVED TRUNCATED DOMES. r / tE F � �E - TRA • ::/ r H I NG L/ A fir/ //1/1 Fi grAp. 6 E G R4, 6 TEFL A B l BEWA D 0ONSTR ET • � � 1 y � 1 qv / • O / / TRAFFIC STOP BAR AT A TYPICAL DISTANCE OF 12' FROM 11111111114Pir /;.,,/ 1 / 01./ /0 / T- N=u i : _► ► �� CROSSWALK. (BY OTHERS) / • 1101111,r ma^ NMI • C / I a r 0 ..„ 4 / ... 1 ,/ / , / _I ,c1! ...::.. / .:. ax ••••• / / .:... /// /// :. ..J /:..:: "Pr: /////'x // ' :.:. I /„,,,..„ , ,.,,,„, .,.. / . iP- A ..... / 4- / OP .i 1 7//////:// / / / - • fri:// :;,./ . / ( r :. ... / • r / / / // 1.- / 1 / j ./ / / // • . / z / / / /// 4, ly // , :,..' / / / // / / / / • ..: , / / , • ' v Z / 7 //// / / / / tr / //,////// Z. . _ City Of Yakima 2008 Pedestrian Crossings Project Eng: D.Ford 1 _ Engineering Division 16th Avenue & Bonnie Doone Avenue © r . 129 Wish Second Sr cecc Yakima,'Washmgcon YVCC Location Horiz. Scale = 1"=20' 5 t DATE REVISION BY •, C ity of Yak Project No. 2236 Vert. Scale = NONE N KO SHO / , ;' : : , 1 / f r // / f r / / , F\ f • 212 24e / ' / f' ////////// i '/ / � ' .. //:///////// /' � f / ' ,' /' /' /' /' , i/ ,' r / f /////',//. ' / / / / / / / 1/ / / / / / / / / / / / / : / / ' ' / ' ` r / " ////' ' NEW PEDESTRIAN PUSH - BUTTON ASSEMBLY ON EXISTING POLE. / , //://,,/ ////// / / /// /' / " / '' / / / // r / /' / / / , /, i , / / / • / r / , / / / / ' / / r ' / ' / ' / ' / /' SAW CUT EXISTING CURB / f ' / / / / ' r ' GUTTER AND SIDEWALK TO . / ' / / ; / / LIMITS SHOWN AND / , / ' % ,/' ,/ r , / / /' / 1 / i / ' ' / / // /' /' / f ; // / ' 1 / f / / f ' / / / ' / i ' , / / r' / r / / f / / // CONSTRUCT NEW ADA RAMP W/ / , , 7////' , , , ;' APPROVED TRUNCATED DOMES. , , `/ / i / /i / ` / ; / / r , r r / / ' ' / / ��� a \riliNt% / / /' / f / i //// / / / / / / L,, // / / / // / / 1 , / , / / /;' ,// ; / . / ;4. 0- 0,i..,,,...>..,..„ . . .' JO ; / ,f 7 / / PAIIV� Eb/�%t�lYC,Rd �r a� / sTti�P fvC (By'ozriEl s )' % ,;//z/ i r f / r ; " / `� /' -'( // / / SA W C.UT N ' RE( • ASPH"AI,T, CURB, GUTTER' / . • io / ; ` / � ' / \ ' . / / AND,SID TO LI T EX(ST(N S ,S H O( N N IJVSTf�LL'NEGV ,/ /' / / /. j � ' ( �:��� _� '/ / /' ; / / / w . , / / PAV'E,MEj11T D(RECTIO'A !<'(E P CT I-(T PATCH / / i =' 7�•A , / ' / / ' / / : i. . SPHALT,'AS S HOWN. , ' N ; / / ' , / OR,L / / 0 j ' / , • • -- / ///,/ / , / / / / / ',/14 ., - „:",„,.. 40/ / / / / / / / / / / / / / / / /' / / . . - - ... .. :. . • i / / / / / / / / / / 1 / / , ��/ -\\ /'/ /' / / ' /// ' /////./ ,/ Y '( / a }\ -.. r / / ,//7/ / / / / ; 7 / 7/ 1 / / : / , � / f /, / ,, / ' / / . `� / / / /V/ r .. /�/ 1y \ //// % / i /// } / ' VAX ;': r /// / / % / / / ; ,/ / / / / / / / / // / SS\, ' / / / / / • �/ r / v g.. ? 2. 043 / • � ////////„7%„,......../ / / ,� / ;� �j ' ' / �• \l / l.� M1,. / , ' / / / / / r/ /// ' ' / , ' /f // / / , G P T " .N,r S"C.% 1 819 19 " ' / / / / r /' / /' / • / / ` / /7///7/. , ! /// /' // \ // / /� / /. ✓' v / / , / / / V , •-,, , ' , / r /` / ` f , ' / ' i / / 10 ' . • • - / / / / ,n1;;„40- er. / / / /� • / ' / , ///7" / / / / / ,` / i // / / i :. '' 'r / / / /// / / / • '. �� / r / // , / ,,/,/,/ / ` ` // / ///// ' / ' / ' f / , / / , �% / / / // / / ' , /, I' ; _ r / / // / / / , , / / 7/ / ,/,, ;/, / ,/ / z , , ; , /,/� , C , ; 4. j , / r . . .. . // / j \ / ' // , , ,/' j ;' /� / �/ �' � wx ' s '� ` / �i' • /1/ // / /;,'': ' / / / / , / 761 • • / / 7 0 / / / / . ' ' .: - . . .: . . �' S � v� ' c / / S ING C U y ILTTF = R / D' / • • / f / / % / ; ` 9 , ' r r / / , / • * / s� eSEWA�k o elNlrtS $HoV1�IGA i ; / / / / //,/ / �jt yiv�L ' = ,; /,,`,, C i�J �IC N �IV R A N )P r �N? N} I'RO� E�D/ / j f , / / ; / g / / TR NCAT ,D / D.MESAND /QDDITIO / �L,CURB // % / E 77 /1QF1 T:::, ' f /', , ::: TRAFFIC STOP BAR. (BY OTHERS) :' ' GUTi P II E\ LK. ,' / f / / / r , / EP / r / / aog / • INSTALL NEW PEDESTRIAN SIGNAL ACTIVATION Y \MP1f -W 5 1 / ' / i ' i ,/// % / / / / r f /' / .: r ,/ /' / // / // /' / ,' /, / / / / / / ' ' / ASSEMBLY ON NEW DEDICATED POLE. Pa a\ N � //. / / /, / / ; , / / , ' / / / / / ' / / / ' / / , / / / ' % City Of Yakima 2008 Pedestrian Crossings Project Eng: D.Ford 2 _ _ ' Engineering Division 4th Avenue & MLK Boulevard e � 29 North Second Street ma \HaShin n YHR Location Horiz. Scale = 1 " =20' 5 DATE REVISION BY OA City of Yak Project No. 2236 Vert. Scale = NONE N. N r / / / ' / /` ' //' ' / /'/ /'' /' 1- ► 7 : :. - Q ' / / / /' / /, � , / / r • / ' ' / ' Q 1 ;Qa■■■■ / �J ' / / /1 //////' / % ` ; % !' r % ` ' ' r '' , tea Q ,. . / ; '' / r , I t t ,' , /` ,'" % / ,'' ,' ,/ / ! // ' 7/ ,/ / / / ' , / /'' /' / r / // / / Q --'0 • / / ,/ ' ' / // ,' r `','' PAINTEDNINYL'CJ OSSWAl,K $l RIPPjN'( THERS) zz /,////////7/21,171,,/1/////1,/// r ' 7 / 'TRAFEIO'STOPr =AR.,( Y,fSTHE)�5) r 7 / I / / / r , ' r % r1STA'LL'NEV/ PEEDESTRIAN,SIGNAL' P,OLE: ; ' ' ' / ' / A\kcu,T*1§TIN6 DORB, puTTER a,N9 / ' / 7 / ' ; ` / ' / /SIDE .WALK TO LIMJTS,SHO�/VN AND/ ' ' /' / , / / / ' / ` 7 / / ` ' / GONT(`2UCT,.IV��/V ADA' /WAF. �RoVEIS, ' / / / / / ' / /'/ //////1/7/,////',7/7/1 / l'' / ' ' ; 7/ ' 77 7 /�1L L,TANK VENTIL/�TION/PI ES' OBE/ % ` r / i ' , `' / % ! ' ,/ r / ' /,' !/ ' TKUNCA T E b DOMESr ANf� GCDDIT If�NA1 DGRS, , / r / / / / t /' 1 / ' / / • ' / / /' PRS rECTED,ESURING Q ON6TRUCTI,ON; 7,7 /` r % / ,' ,, ,/ / /1 , / / / ' ' / / / /` / / / /% / i ' qui-TE AND SIDEW)NLKc' / / / 7 , ' , ' • '; , / /' i /7 / / / . •/ 7/ , / / ;' 7 7 /' / /,,',,,,,,,,,/ / / // / ,/,/,//,/,,,„,/:// I. / J r i / / / ' • it //// / ///////:/' ' / , / / /` / / I //1,2.,/ / / /,' / / /',„. ! /.< / ///,'" ' / / // / .: t / / / r I �,v'',J' / / ' ; ' . . / r / / / / ' ! / / ' ! / / �,' / ,. / a `' ' . 7 / , ! / , / ■ '/' t / / / /////// / / IN TALL NEW'PEb /E &T,RIAIIaS IGNAL,ROk 1 W m / / /' / ; ' / ' / i !' / / / / /' ' r f / / / _/ /' �� / ` ' , / , / / I // , ! L� , ' /. / / a ¢ !� ,/ ' ,/ / 1 /. ) , / / i / ,' / / / `' / ' / / / / ' ' / ' ` ` ! / ! !'/ / ' ! / , r / / , r 111111 . / / / ' i / / i /',/ / /' , , ,/ / / ' !/ J/ ,/ / / / % /' r / r /' % ' ' / / ' / / / . r • ,.. / / / % / / / r // , / / / , r ,,,,,,,,„,,,/,.///,„:„.,/ t ///,/ / /„. / „/„/ 2 , . / ; / ,/ / „/),/ / // / / / / / / / ////// // -,,, .r. - i t ._, . ' / / / / / / / / / / / / / a / ,,, . X / / / / / / / .' /1/ / / / / / / / / / ER Sy- , / / / / //,' / / / ; ' / ' ' ` ' //` / / r / /44:11.- i . 11 � / / / V ` / t / / / � . ;'' . ' / / / / / '� . WAS . <` / , / / ! / i � / ' / , ` / ` , / /' / .. , , / , f , / / / /. ,./,.., • / ! , ;,. / ,, ,% / ! / � � AO) Hi t e � ` / /1 / / // / / ' // / ; , / , / / / / / / / / ;- / , / / / j / / if /1 . /' /;r /.- / / -, /' / X / / / / f /'' s � ' l , / /! / / / / /` / / !/ / / / , / / ` / i / / / ! / ! • Q P ' /' • ' / / ' ' / / / ' / / t / ' /` / / / ,- / / / / / t el ` !! 'Z / / / / / / / (v �, / i t r t S �/V, T E ST C �, GU / ER I�ID! t i' / n '/ / � / r /SI 1 AI�K 0 LI(VI6TS SHAWN 41�1D / / i // , , / , j / /// // / / / f 1 ' , / / / / / . / / / / `/' / / // / CON�S� R}}A�CT//N /G /AISA'RAI�1P't/VGAFf�R�fVEC) , / / , r ,q 394D7 / / / ; '' / / / ,' ' ' /' : ' / / / ' / j /" / / / /' / / / / / RUNicAT OMES A CURB ; ` / / / *1 h 4 ' � E GZS ' . / !/ / /' / / / , / / 1/ i/ , ` i /, / / , / / 1 !' / / /' / / / / / / / / / / r / /' / / ` ,' 0 1 / / /7 / / /, /' / //// ` / / , �' / / / ; / , / , , �T� =GV L / / / // // / I G / / / f ' / / , '' r / / / ; / / , ' //' , o q / , / , / % , , / / OV AL , -,•/ ' ' / ' / / ' / ' / /; / / / / / ' / / i / / / / /// / / ,/ / /- „/ / / /! / / / / // / , , /4 / / 'o a, , // /' ,/ , / / , / /' , , //, , / , / r / r' /,/ , / , / ! /` / , , r / / / J / / / / i ' ' / / / / / / i 7 „- r / / / ' / i / / - ' / ' / ' r ' / / / ,/ ,,c g / / / / / / ,// / // :. ' ' / / 7 /' / ' / / /V /. .. • // t/ / / / / // / / // / / // // / ,/ / / / / / / / / ' // // / /' % / /'' / / / / / /, � r 2' , , / : c / / ' ' , / / / / . .. / / ' / / FjAF � / S I Q iAR ( &� OTF / / !' i / / t t / /////////, /' ` / / r / % % / ' / /' ! // / '/ r r /! >* r , / / / ,. , / / / , ! - !' , / /' / / / / // / % � / . / / , / / ,(..7,-,c/ Yr/ /'/ / / / r r / • / / i t t / i / r t ,/ / , / ` / / /' , ' r // / / / / / / / / / / 1 / r N - r / ,r ' 7 / / , ' , / , , i - - , , r r / / i ,! , , ,' ,/,/,,,/,/,,,,/,/,,/,/,/,,,/ ////////////////// _ ////////-'71 ,`! /// ', " Z , /// ,' /' / / 1/ /' ,J__ /' / / /// /_ /` /` • / , • /' , //' ' ,, ' ' r ,/,/ ,/,/,/ /,/ i /,,/"//////,/,,/ ' t , /_///,,/ / / r /� ' //' / l / /' ',' . / , , 7/ / ' , /// / / / /�/ // / ! / �/ ! / / // // ! / f' !! ,% ',/ / / // ////////// ! , r' / / 1 4a�1 IC.��`�yi` '�LVV /JG //////// �' /' �/ /' / ///'"/ / !/ // // % /' / / /' / / / //' / / - -` r'' / ,''J /' // J ` ,/ / / `/ / / /'/ , / , ' / • , / ,/ Y , ' /' /` / /` , ' / !' , / / ,`' ` ,' .' J ,/ ,' /4/ ./ / !` .' i !' • City Of Yakima 2008 Pedestri L oc Crossings Project Eng: D.Ford 3 © " Engineering Division 16th Avenue DS &S H tion Street 29 h4rch5eccndStrout 7aUma,lYashingcn H a Horiz. Scale = 1 " =20' 5 DATE REVISION BY City of Yak Project No. 2236 Vert. Scale = NONE N ,, ,' ,/ / / J , , / / J . ii/ / ,. ,' / // / / // '// ' / , ' /' // /, / ,, / ,' /% / / / ! / ' 4N TALL NEVI PEDF�ST,RIAI�SIGf�'AL,POLE., /- /. ,• /. /,�_ /// / / / / / ` ,' / // /' , / / / / / / i ' // / , ' ; : / ' .' ,• / , / ,, / / ,' / / / / / /' ' ! / // ` // / / /' / / // ' / , / ,j // (BYOTVER // / /' // , / +, / /' / /, /////' / / / /' / / , , ; / / ; / , Iz. / ' /SAW CUT'EXc(STINC C1TrtE ND / , , / / / / ' / , /' ; ' / // /' '' /'' / SIDEWALK TO LfIV1 1TS S�OW / / / / ' / % j / / / / J ... ' / , '/ / / / / ' / / / / , ••• CO�tS�ifU A�/�/RAMf jW /�P�R��/ED ' / . / /' ; ' / � / ,/ /" / /'' / / ,/' /' / ' / / % ////:: ' / ' / / TI�UN'C/�TE13 DOIS AD91TIO QU / RB, / / / / / / / / '' ,' / % � % / / / ` ` G SfD�WArI(! / �% / / ,' / �� / ' / / / ' K .8 Fj, 6Y,P) /' / / / // . . • 7/1// /,/ / SAW CUT EXISTING CURB, GUTTER AND • / / / • /7 // / / '' / // • . // / SIDEWALK TO LIMITS SHOWN AND / /,/ // //i /.•:.•,- / , / / f CADOVED • . / / , , ,/ TES I CURB, ,:�=.:* -• % f J' / /!/ . :; ;' GWA - 1 • / / - /--,� .... -..% A,"\ 04 wnsy� , i T.:.':','.. ;, / / �/ i J / ' 4 / / / / / / : /7 /' r w F r j A. i.......:. if !// / / / / • /77 / / /7 ,/ / ' / ' / ' / / ' / ` / / / '' / ,7 PAI / 3 9 0 7 N ED Y 'ERO&SWALIk STRI P ING BYO Cy / / , / /, / / , / / / ••. / /' // / / / / /// , /i,` // i /( / / /� O SI ONAL G INSTALL NEW PEDESTRIAN SIGNAL POLE. / / / / j� / ' , , / / /' /. / / / '—••• • '/;- / // / / / /f // / / // / //////1/ / /'/ • = • / / f/ / , // / !; /' // �/ /' / // [EXPIRES 10113/ • / / /// / /'/ / / '' '' / / / / // / ,TR STO� '(B1�4 � � / / /' /, /! / / / /,� / /` /' ' / / % / // // j ./ // / // % �i //' / /' // / / / /'' ' // / // i/ ,/ / // / / / /'' _,. ,/ // / / //' / ,' / /' /,/ / , CONSTRUCT NEW PEDESTRIAN REFUGE ISLAND /' ,'` / / / /''` PER PROJECT DEAR_ AND CITY OF YAKIMA SPECIFICATIONS. o � " . / ,; /! / / % / / /,/ / .. / ,' // j ai 3 .h , / / j ,/ , / /7/ / • . . ' // , ,i di // -/ / / / / / / / / / / / !, / / , , / / ' / / / /' // /' // /' ' , / / ! / / / d .VT. °T°• '/ / ' ` / , '/ / / `, /, / 7 , / i m / / ' j , ', / // / / / ,' NOTE: • j . E- /`/ / / ,/ // //,, / /` / , / ; // / X sy / / / / ALL DIMENSIONS ARE TO BACK OF / /' // '' / / /'' ,' , / /' / / / j " / / / CURB UNLESS OTHERWISE NOTED. / / // , / / I) i � , ' / ' / r % / / ! ' / / ! 7 City of Yakima 2008 Pedestrian Cross Project Eng: D.Ford 4 Engineering Division North First Street & East 'N' Street �j 29 North Second Screc 'f3Ynn3,',Nashayt n UGM Location Horiz. Scale = 1"=20' 5 DATE REVISION BY City of Yak Project No. 2236 Vert. Scale = NONE r 1 12' ARM LENGTH "Y" REMOVABLE REMOVABLE CAP LUMINAIRE WITH INTEGRAL/I/ j_ (POLE #2) BALLAST AND 400W HIGH PRESSURE SODIUM LAMP 1 WEATHER— RESISTANT r 3" x 5" HANDHOLE THREE BOLT TYPE @ --c------------------- O 6 W/ REMOVABLE COVER I ARM ATTACHMENT VEHICLE SIGNAL HEAD 12 - 12 - 12 WEATHER - RESISTANT FOUR BOLT TYPE WITH 5" BACKPLATE. VERTICAL POLE DISTANCE FROM DISTANCE FROM INTERSECTION LOCATION TRAFFIC POLE TO 1ST POLE TO 2ND TOTAL ARM PLUMBIZER MOUNTED AND & NUMBER CONTROLLED SIGNAL HEAD SIGNAL HEAD LENGTH BACK BRACKET SUPPORTED x ~ WITH STAINLESS STEEL BAND. NORTH FIRST STREET & 1 E NORTHBOUND 23' 34' 36' EAST Tr STREET PEDESTRIAN SIGNAL HEAD (TYPE "E" MOUNT) 1 1 ,. 19 HEIGHT DISTANCE FROM DISTANCE FROM u TO CENTER POLE TRAFFIC POLETO1ST POLE TO2ND TOTAL ARM N I END OF ARM INTERSECTION LOCATION CONTROLLED SIGNAL HEAD SIGNAL HEAD LENGTH & NUMBER 'X' Y NORTH FIRST STREET - & 1 W SOUTHBOUND 18' 29' 31' s, Q 3" x 5" HANDHOLE EAST 'N STREET ' SOUTH _ PEDESTRIAN — L_ /W/ REMOVABLE COVER in g 2 E NORTHBOUND 14' 25' 27 PUSH — BUTTO - - n BONNIE DOONE 3 W SOUTHBOUND 14' 25' 2T AND SIGN 1 — , AVENUE WEATHER— RESISTANT n CI TERMINAL • SOUTH 16TH AVENUE 4 E NORTHBOUND 13' 24' 26' C OMPARTMENT ARM ATTACHMENT $ 5 W SOUTHBOUND 14' 25' 27' I 4 B OLT GALVANIZED FOUR BOLT TYPE HATHAWAY STREET 1n STEEL BASE PLATE 'v1 (SEE DETAIL) " REMOVABLE BASE----, VEHICLE SIGNAL HEAD 12 -12 -12 COVER (2 PIECE) p p WITH 5" BACKPLATE. VERTICAL uiiiiii iiil,,,,,,il,roil iii,iil/ PLUMBIZER MOUNTED AND FINISHED BACK BRACKET SUPPORTED GRADE WITH STAINLESS STEEL BAND. PEDESTRIAN SIGNAL HEAD � ^ PEDESTRIAN SIGNAL (TYPE "E" MOUNT) NOT TO SCALE 1 HEIGHT TO CENTER 6 END OF ARM / PEDESTRIAN METAWC POLE CAP PUSH — BUTTON / AND SIGN c. ////////����1 U " 1 11 I In TERMINAL LLLL1111 4 BOLT GALVANIZED //COMPARTMENT In STEEL BASE PLATE /COMPARTMENT DETAIL) n 1 REMOVABLE BASE ', 30 — I COVER (2 PIECE) p i „ „ -- 10' -0 " I-10' -0' CEMENT CONCRETE (TYP) 4" DIA. STD. GALVANIZED STEEL PIPE / iJ7� „ „,,,,,i FINISHED / EXTRUDED CURB , EXTRUDED CURB I EXTRUDED CURB (ASTM A53, SCH. 40, 4 -1/2” O.D.) GRADE AAA AAA PEDESTRI No TO SCALE wih LIGHT \ s I I ` EXISTING ROAD SURFACE i, SECTION A - n C S h �'- Z�'[ - °�v FRANGIBLE BASE (CAST ALUMINUM) ` ti�R y F� I,) r 30 LB BUILDING PAPER GASKET . l � � OV WAS/i,, <<\ r - 0 , GROUND LINE (r r 'j �Q CEMENT CONCRETE (TYP) :ir.4 �� , p EXTRUDED CURB /// / j EXTRUDED CURB Z RIGID METALLIC CONDUIT / m 4 ' a ' (SIZE AS REQUIRED) "1 r- 7 �r A f ., 39407 SECTION B -B GP SIONAL _ PEDESTRIAN REFUGE ISLAND PEDESTRIAN LED SIGNAL PEDESTAL NOT TO SCALE NOT TO SCALE EXPIRES 1011310 • City Of Yakima 2008 Pedestrian Crossings Project Eng: D.Ford 5 —% Engineering Division Project Details 129 North Sc^,Ne slre,, Y34.�,,,a, Washulgc:n - -- "©+ Horiz. Scale = NONE 5 DATE REVISION I BY C ity of Yak Project No. 2236 Vert. Scale = NONE > BID SUMMARY City of Yakima - 2008 Pedestrian Crossings ENGINEERS ESTIMATE Knob ^I's FIoMI lc no Granite Northwest, Inc. CITY OF YAKIMA PROJECT NO 2236 WA Yakima, WA • ITEM BID SECURITY 5% Bid Bond 5% Bid Bond , NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 SPCC PLAN 1 LS $500.00 $500.00 $700,09 7500,00 $500.00 $500 00 2 MOBILIZATION 1 LS $58,375.00 $58,375.00 515,70000 "16,70000 $39,000.00 $39,000.00 3 PROJECT TEMPORARY TRAFFIC CONTROL (Min bid $15,000) 1 LS $15,000.00 $15,000.00 515,950 00 0 $38,000.00 $38,000.00 4 REMOVAL OF STRUCTURE AND OBSTRUCTION 1 LS $3,000.00 $3,000.00 50,100.00 00,200 00 524,560.00 $24,560 00 • 5 SAW -CUT, PER INCH DEPTH 115 LF $2.00 $230.00 $1 10 5 00 $1.00 $115.00 . 6 SAW CUTTING SIDEWALK NEAT LINE 70 LF $3.00 $210.00 75 0 102 5n $6.00 $420.00 7 UNSUITABLE EXCAVATION INCL. HAUL 35 CY $20.00 5700.00 018 00 c2 030 00 $120 00 $4,200.00 8 PAVEMENT REPAIR 90 SY $250.00 $22,50000 512050 511,35500 $150.00 $13,500.00 9 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 240 LF $22 00 $5,280 00 515,41 11 3,60 0 00 $25.00 $6,000.00 / 10 EXTRUDED CURB 50 LF $25.00 $1,250.00 515 40 7770 07 $20.00 $1,000.00 11 CEMENT CONC. SIDEWALK, 4 IN THICK 44 SY $45.00 $1,980.00 0 52,12900 $100.00 $4,400.00 12 CEMENTCONC SIDEWALK RAMP TYPE 2 6 EA $900.00 55,400.00 0700.00 , ^.5110011 $900.00 $5,400.00 13 CEMENT CONC SIDEWALK RAMP TYPE 3 3 EA $900 00 $2,700.00 $7811 00 . :0 00 $1,100 00 $3,300.00 14 PEDESTRIAN CROSSING SIGNALIZATION AT 16'" AVE & BONNIE DOONE 1 LS $130,000 00 $130,000.00 0E0,608 00 000,0°W09 $70,000.00 $70,000.00 15 PEDESTRIAN CROSSING SIGNALIZATION AT 4 ST & MLK BLVD 1 LS $130,000 00 $130,000.00 $32,016 00 :7,016 00 535,000.00 $35,000.00 16 PEDESTRIAN CROSSING SIGNALIZATION AT 1 51- ST &'N'ST 1 LS $130,000.00 $130,000.00 572, 772.^4.00 $75,00000 $75,000.00 17 PEDESTRIAN CROSSING SIGNALIZATION AT 16 AVE & HATHAWAY 1 LS $130,000.00 $130,000.00 587,1198 011 96 110 $70,000.00 $70.000 00 18 REPAIR OR REPLACEMENT 1 FA $5,000.00 $5,000.00 50.000 00 ,' $5,000.00 $5,000.00 . TOTAL BID $642,125.00 'T31152100 5395,395 00 ■ CITY ENGINEERS REPORT -`Y y , CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON AUGUST 13, 2008. ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. , }''' 2008 Pad estri a {� Crossings I RECOMMEND THE CONTRACT BE AWARDED T0: 4:;`,4:::, • f 1 . r AWARD MADE BY CITY MANAGER CITY OF YAKIMA PROJECT NO 2236 • r • ° t `O 1 - -, Z . 1, `:54z33;-- %k- -- ..i',-- F.A 1 >ji1 C q�`NQRA7C0 � ‘,.,,,A,' 'h� . .,_. L j�. 9 DATE August 13,2006 DATE CITY ENGINEER V ».«- DATE CITY MANAGER FILE. 2008 PEDESTRIAN CROSSINGS SHEET 1 of 1