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HomeMy WebLinkAbout2005-075 Eastside Skatepark at Kiwanis Park Agreement with Grindline Skateparks, Inc. CITY CLERX say "ORIGIPJA.10' moomometerwimmonsturlootaiJwysoczotousarsow astriwituailfaim"-vacumwiwrfl...: City of Yakima Engineering Division ..............,........,...,,,.........,,,,,,,,,i,...........,.....—......, Eastside Skatepark at Kiwanis Park Fair Avenue and Maple Street City Project No. 2023 -1 :::1 - .;-. : .:',I , . : :: : :".7,10** - ' ' lir i,64f ,. 0 ktIVIVV= Construction Contract Specifications & Bid Documents 129 North Second Street Ap ril 2008 Phone (509) 575 -6111 Yakima, WA 98901 Fax (509) 576 -6305 BID SUMMARY Kiwanis Skate Park ENGINEERS GRINDLINE AMERICAN RAMP ESTIMATE SKATEPARKS, INC. COMPANY ITEM Bid Security NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT PREFERENCE 1. BASE BID + Alt. 1 1 SPCC PLAN 1 LS 2,500 00 2,500.00 2.500 00 2.500 00 NO BID NO BID 2 MOBILIZATION 1 LS 10,000 00 10,000.00 16,218 00 16.218 00 NO BID NO BID 3 REPAIR OR REPLACEMENT 25,000.00 25,000.00 nnn 00 25,000 00 NO Bm NO BID 4 EASTSIDE SKATEPARK, BASE BID 1 LS 227,500 00 227,500 00 260 416 00 260,416 00 NO BID NO BID 5 EASTSIDE SKATEPARK, ALTERNATE Al 1 LS 74,000 00 74,000.00 81.251 00 8 00 NO BID NO BID SUBTOTAL. 339,000 00 385 385 00 SALES TAX (8.2 %): 27,798.00 31,601.57 BASE BID + Alt. 1 - TOTAL: $366,798.00 8416 986 57 NO BID NO BID PREFERENCE 2: BASE BID ONLY 1 SPCC PLAN 1 LS 2,500 00 2,500 00 2 500 00 2.500 00 0 00 0 00 2 MOBILIZATION 1 LS 10,000.00 10,000.00 12,389 00 12,389 00 0 00 0 00 3 REPAIR OR REPLACEMENT 1 FA 25,000.00 25,000 00 25 000 00 25 000 00 25,000.00 25,000 00 4 EASTSIDE SKATEPARK, BASE BID 1 LS 227,500.00 227,500 00 260,416 00 260 416 00 347,611 71 347,611 71 SUBTOTAL. 265,000 00 300.305 00 372.611 71 SALES TAX (8.2 %): 21,730 00 24,625.01 30,554 16 BASE BID ONLY - TOTAL: $286,730.00 $324,930.01 $403,165.87 CHIEF ENGINEERS REPORT d :: t CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON MAY 15, 2008. 0 T ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. 4 ``. Kiwa riIS Skate Park Project I RECOMMEND THE BASE BID ONLY CONTRACT > " �I <<f BE AWARDED TO F:. � 'Y r } , . r AWARD MADE BY CITY MANAGER -Lamy -x a ,, t GRIE DURE SKATEPARKS, ((q"c. x � 7 , ' PROJECT NO 2023 ` i f DATE. July 2, 2008 I _ . � ; ` �r: ; ' ° ^,2vr_r1 �--- � ✓" FILE. Kiwanis SkatePark - Bid Sum.pub ,,"Orin DATE CIT MIN(�AGER SHEET 1 of 1 DATE CHIEF ENGINEER �k�\,it�lye�6_--- '.i} 1_1l .k f FATT rip F & , i - ' C ; r. , - --__ 4: ORM sr' ,K'„:.74:$014.tat,r En ineermr Division fJr,l�f�, "7. ... 129 North. Second Street - Yakima, Washington 98901 Phone: (509) 575 -6111 e Fax (509) 576-6305 Wednesday, July 2, 2008 Grindline Skateparks, Inc Attn. Emily Giaquinta 4619 14 Ave. SW Seattle, WA 98106 Re Eastside Skatepark at Kiwanis Park City Project No. 2023 Dear Ms. Giaquinta: The City Manager of the City of Yakima has authorized an award of the contract for the above referenced project to your company on the basis of your low bid submitted on May 15, 2008 in the amount of $324,930 01. This letter is official notification of the award of the contract to your company by the City of Yakima. Enclosed is one set of the specifications, proposal and contract documents for your information Also enclosed are three copies of the contract and a performance bond form. Please sign and return all copies of the contract form to this office, along with the fully executed performance bond and certificate of insurance, within ten (10) calendar days. Your attention is directed to Section 1 -07.18 Public Liability and Property Damage Insurance APWA GSP for coverage limits, additional insurance requirements and special ACORD form wording We have also included a Liability Certificate Checklist for your and your surety's convenience. 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, Construction Supervisor, of our office within ten (10) days of this date to schedule a pre- construction conference, and to discuss various forms and documentation that must be completed and turned into him at the Pre - construction Conference The Notice to Proceed will also be discussed at the Pre - construction Conference Bruce's office phone is (509) 575 -6138 For your information, we are enclosing a copy of the bid summary for this project. Sincerely, Brett H. Sheffield, P E. Chief Engineer encl cc: Bruce Floyd, Construction Supervisor Brett Sheffield, Project Engineer Wendy Leinan, Contract Specialist City Clerk Edna Pettyjohn, Finance File Yakima M 19i City Of Yakima EASTSIDE SKATEPARK At Kiwanis Park Fair Avenue and Maple Street City Project No. 2023 E R S y 4 -z v r %* tO 10/13/2009 j 1 CONTENTS CITY OF YAKIMA Eastside Skatepark At Kiwanis Park (Fair Ave. and Maple St.) City Project No. 2023 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications 7 Amendments to the 2008 Standard Specifications .. 7 CONTRACT PROVISIONS General Special Provisions 21 Project Description .... 22 1 -01 Definitions and Terms 22 1 -02 Bid Procedures and Conditions 23 1 -03 Award and Execution of Contract ............... 28 1 -04 Scope of Work ...................... 30 1 -05 Control of Work ..................... . . ..... . ......... .... ............ 30 1 -06 Control of Materials. 33 1 -07 Legal Relations and Responsibilities to the Public 36 1 -08 Prosecution and Progress 45 1 -09 Measurement and Payment 51 1 -10 Temporary Traffic Control 53 2 -01 Clearing, Grubbing, and Roadside Cleanup 54 2 -07 Watering 55 8 -01 Erosion Control and Water Pollution Control 56 8 -30 Repair or Replacement (New Section) 56 STANDARD PLANS 57 Technical Specifications for Skatepark 63 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 Proposal Sheet 2 (Prequalifications) 81 Bid Bond Form 83 Non - Collusion Declaration 85 Non - Discrimination Provision 87 Subcontractor List 89 Women and Minority Business Enterprise Policy 91 Council Resolution 93 Affirmative Action Plan 95 Bidders Certification 97 Materially and Responsiveness 99 Proposal Signature Sheet 101 Bidders Check List ........ ..................... ............................... . 103 PLANS & DETAILS Project Details Standard Details Construction Plans 3 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 of Yakima, until 2:00 pm on May 15, 2008 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA Eastside Skatepark At Kiwanis Park City Project No. 2023 This contract provides for the improvement of Kiwanis Park, located in the vicinity of Fair Avenue and Maple Street, by furnishing all labor, materials and equipment for constructing the eastside skatepark and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond 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 $25.00 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 of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000 -4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 21 day of April, 2008 (SEAL) DEBORAH MOORE CITY CLERK PUBLISH: April 24, 2008 May 1, 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: 7 Payments or credits for changes amounting to $15,000 or less may be made under the bid item "Minor Change." 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 r +L... Project Engineer ., .. a_ support continuing protest) described _�� _ � requested b he Pro Engineer to support a continuing protest) described ill item 2 above. SECTION 1 -05, CONTROL OF WORK Aprii 7, 2008 1 -05.1 Authority of the Engineer The fourth paragraph is revised to read. At the Contractor's k the all part of the � At the uVl llral,tVr r .� I IJI�, the Project Engineer may suspend all or pad S of �(le Work according to Section 1 -08.6. 1 - 05.12 Final Acceptance The second paragraph is revised to read: 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: 8 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 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 9 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 Describe ea l ch of the follo for all potentially h matcrials .......... .... ..... � .. the following �., Zvi all i�iwi � iu� t ui hazardous i � iuwi �u�o 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) where the material will be staged, used, and stored and th di fro nearb wa and sensitive areas. D. Decontamination location and procedure for equipment that comes into contact with the material. E. Disposal procedures. 5. 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 10 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 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. 11 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 he mad i accordance with Section 1 -04.1 for the f Bid item Section for the following 11 Bid item when it is included in the Proposal: "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 for "SPCC Plan" shall be full pay for: 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 07.17(2) 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 12 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. 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: 13 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. 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 2 -01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP April 7, 2008 2-0,1.3(1) Clearing Clearing II I Item 3 .is deleted. The first sentence in Item 4. is revised to read: Follow these requirements for all stumps that will be buried deeper than 5 -feet from the top, side, or end surface of the embankment or any structure: 2 01.3(2) Grubbing Item 2. e, is revised to read: 14 Upon which embankments will be placed except stumps may be close -cut or trimmed as allowed in Section 2- 01.3(1) item 4. 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 2 -03, ROADWAY EXCAVATION AND EMBANKMENT January 7, 2008 2 -03.1 Description The first sentence in the first paragraph is revised to read: The Work described in this section, regardless of the nature or type of the materials encountered, includes excavating and grading the Roadway, excavating in borrow pits, excavating below grade, excavating channels and ditches, removing slide material, and disposing of all excavated material. 2- 03.3(3) Excavation Below Grade The section title is revised to read: 2- 03.3(3) Excavation Below Subgrade The first sentence in the fifth paragraph is revised to read: Compaction. If the density of the natural earth under any area of the Roadway is less than that required in Section 2- 03.3(14)C, Method B, the Engineer may order the Contractor to perform any or all of the following: 2- 03.3(14)M Excavation of Channels This section including title is revised to read: 2- 03.3(14)M Excavation of Channels and Ditches Channel Excavation: Open excavations 8 -feet or more wide at the bottom, but excludes channels that are part of the Roadway. Ditch Excavation: Open excavations less than 8 -feet wide at the bottom, but excludes ditches that are part of the Roadway. Before excavating channels or ditches, the Contractor shall clear and grub the area in accordance with Section 2 -01. 2 -03.4 Measurement The first sentence in the first paragraph is revised to read: 15 Roadway excavation, channel excavation, ditch excavation, unsuitable foundation excavation, and common borrow items will be measured by the cubic yard. The fourth sentence in the first paragraph is revised to read: For Roadway excavation, channel excavation and ditch excavation items, the original ground will be compared with the planned finished section shown in the Plans. 2 - 03.5 Payment The first paragraph is supplemented with the following: "!'Ch_.... -_1 Excavation", � _J ICI Id! II IC! CALdVdl!U! I , per cubic yard. "Channel Excavation incl. Haul ", per cubic yard. "Ditch Excavation", per cubic yard. "Ditch Excavation Incl. Haul ", per cubic yard. The first sentence in the second paragraph is revised to read: The unit Contract price per cubic yard for "Roadway Excavation ", "Roadway Excavation Incl. Haul", "Roadway Excavation — Area ", "Roadway Excavation Incl. Haul — Area ", "Channel Excavation", "Channel Excavation Incl. Haul", "Ditch Excavation" and "Ditch Excavation Incl. Haul" shall be full compensation for all costs incurred for excavating, loading, placing, or otherwise disposing of the material. The second paragraph is supplemented with the following: When a bid item is not included in the proposal for channel excavation or ditch excavation all costs shall be included in roadway excavation. The third paragraph is revised to read. When the Engineer orders Work according to Section 2- 03.3(3), unit Contract prices shall apply, unless the Work differs materially from the excavation above Subgrade, then payment will be in accordance with Section 1 -04.4. SECTION 6 -02, CONCRETE STRUCTURES April 7, 2008 6- 02.3(17)N Removal of Falsework and Forms The fifth paragraph, beginning with "The Contractor may remove side forms, traffic barrier form, and pedestrian barrier forms" etc, is deleted. 6 02.3(17)0 Early Concrete Test Cylinder Breaks The third paragraph is revised to read. The cylinders shall be cured in accordance with WSDOT FOP for AASHTO T 23. 6 02.3(20) Grout for Anchor Bolts and Bridge Bearings The title for this Section (on page 6 -71) is revised to read' 16 6- 02.3(20) Grout for Anchor Bolts and Bridge Bearings 6- 02.3(25)L Handling and Storage The fifth sentence in the third paragraph is deleted. 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. 8 01.3(1)C Water Management Item 2. "Process Water" is supplemented with the following new first paragraph: High pH process water or wastewater (non - stormwater) that is generated on -site, including water generated during concrete grinding, rubblizing, washout, and hydrodemolition activities, shall not be discharged to waters of the state. Water may be infiltrated upon the approval of the Engineer. Off -site disposal of concrete process water shall be in accordance with Standard Specification 5- 01.3(11). 8 01.3(6)D Wattle Check Dam The reference to Section 8 01.3(10) is revised to Section 9 14.5(5). 8 01.3(12) Compost Sock The last paragraph is deleted. 8 01.3(13) Temporary Curb The first paragraph is revised to read: Temporary curbs may consist of asphalt, concrete, sand bags, compost socks, wattles, or geotextile /plastic encased berms of sand or gravel, or as approved by the Engineer. 17 SECTION 9 -14, EROSION CONTROL AND ROADSIDE PLANTING April 7, 2008 9- 14.4(8) Compost This section is revised to read: Compost products shall be the result of the biological degradation and transformation of plant- derived materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment or an erosion control BMP as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with Chapter 173-350 WAC. Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02 -B, "Sample Sieving for Aggregate Size Classification ". Fine Compost shall meet the following: Min. Max. Percent passing 2" 100% Percent passing 1" 95% 100% Percent passing 5/8" 90% 100% Percent passing '/4" 75% 100% Maximum particle length of 6 inches Coarse Compost shall meet the following: Min Max. Percent passing 3" 100% Percent passing 1" 90% 100% Percent passing 3 /4" 70% 100% Percent passing '/4" 40% 60% Maximum particle length of 6 inches 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11 -A, "1:5 Slurry pH ". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1.0 percent by weight as determined by U.S. Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter Method (LOI) ". 18 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical Conductivity ". 6. Maturity shall be greater than 80% in accordance with U.S. Composting Council TMECC 05.05 -A, "Germination and Root Elongation ". 7. Stability shall be 7 mg CO —C /g OM /day or below in accordance with U.S. Composting Council TMECC 05.08 -B "Carbon Dioxide Evolution Rate ". 8. The compost product must originate a minimum of 65 percent by volume from recycled plant waste as defined in WAC 173 -350 as "Type 1 Feedstocks." A maximum of 35 percent by volume of "Type 2 Feedstocks," source - separated food waste, and /or biosolids may be substituted for recycled plant waste. The manufacturer shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08 -E "Solvita® Maturity Index ". Fine Compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Coarse Compost shall score a 5 or above on the Solvita® Compost Maturity Test. This section is supplemented with the following new sub - sections: 9 14.4(8)A Compost Approval The Contractor shall either select a compost manufacturer from the Qualified Products List, or submit the following information to the Engineer for approval: 1. A Request for Approval of Material Source. 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department as per WAC 173 -350 (Minimum Functional Standards for Solid Waste Handling) 3. The manufacturer shall verify in writing, and provide lab analyses that the material complies with the processes, testing, and standards specified in WAC 173 -350 and these specifications. An independent Seal of Testing Assurance (STA) Program certified laboratory shall perform the analysis. 4. A copy of the manufacturer's Seal of Testing Assurance STA certification as issued by the U.S. Composting Council. 9 14.4(8)B Compost Acceptance Seven days prior to initial application of any compost the Contractor shall submit a compost sample, a STA test report dated within 90 calendar days, and the list of feedstocks by volume for each compost type to the Engineer for review. The Contractor shall use only compost that has been tested within 90 calendar days of application and meets the requirements in section 9- 14.4(8). Compost not conforming to the above requirements or taken from a source other than those tested and accepted shall be immediately removed from the project and replaced at no cost to the Contracting Agency. 19 CONTRACT VISIONS General Special Provisions Contract Form Performance Bond Form Informational Certificate Insurance ional Certi of Informational Additional Insured PRO 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. 21 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This contract provides for the improvement of * ** Kiwanis Park, located in the vicinity of Fair Avenue and Maple Street, by furnishing all labor, materials and equipment for constructing the eastside skatepark * ** and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1 - 01 DEFINITIONS AND TERMS 1 -01.3 Definitions M 25, 20nn A,PW4 rs p) This Section is supplemented with the following: All references in the Standard Specifications to the terms "State ", "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency ". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location ". The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods 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. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. 22 • 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. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder ( * * * * *) 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. Because of the advanced nature of the elements in this park, the contractor shall provide evidence that he has constructed at least three skateparks in the past three years that contain a cradle or similar elements. Each project shall have contained 23 such critical features as steel coping edges, smooth flowing transitional areas, seamless transitions, and superior concrete finish work that has held up to the extreme use required by skateboards, in -line skates and free -style BMX bikes. Contractors shall list their projects on PROPOSAL SHEET 2, page 81 of these specifications and submit this with their proposal. 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 1V. Call t_.. Bids (Advertisement for Bids) for the Call IoI Bids (Adve1 U�emenL 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 5 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 -02.5 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 D /M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. 24 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 Section 1 -02.6 is supplemented with the following: (* * * * *) Cumulative Alternates Bidding This Bid Proposal requires the bidder to bid cumulative Alternates as part of the bid. As such the bidder is required to submit a Base Bid and a bid for each of the cumulative Alternate(s) Al, A2, A3, (etcetera.) Bid Proposal The bid proposal is composed of the following parts: 1. Base Bid The base bid shall include constructing all items included in the proposal except those items contained in the Alternate Al. 2. Alternate(s) Al , A2, A3, (etcetera) a. Alternate Al Based on constructing the northern leg that is hatched and labeled "ADD ALT" on sheet SP 1.1. The bid items for Alternate Al are as listed in the bid proposal. Bidding Procedures To be considered responsive the bidder shall submit a price on each and every item of work included in the Base Bid and Alternate Al. Award Procedures The successful bidder will be the bidder submitting the lowest responsible bid for the preference, listed in the order below, which is within the amount of Available Funds for the project. 1. Preference 1: Lowest total for Base Bid plus Alternate Al. 25 2. Preference 2: Lowest total for Base Bid. In any case, the award will be subject to the requirements of Section 1 -03. (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; e 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. (* * * * *) 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. 26 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 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; 27 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 ed for the phases _ _f the work, ucr of ai iu Lil I le required iUl 11 IC various �I Ic7se5 Ui tl iC N1Vf i(, 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 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 to read: 28 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 Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of Six (6) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency - furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, 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 Be signed by an officer of the Contractor empowered to skin 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., 29 corporate resolution, power of attorney or a letter to such effect by the president or vice - president). 1 - 04 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 ce prAr`Crian ( n 1 presirlinn o dor 2 l nvnr. `2 `2 odor A nd so r , . v .. , r y v v. i v vvc -r, GU iv ov 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, 6. Contracting Agency's Standard Plans (if any), and 7. WSDOT /APWA Standard Plans for Road, Bridge, and Municipal Construction. 1 -04.11 Final Cleanup This section is supplemented with the following The Contractor shall do partial cleanup when he determines it is necessary or when, in the opinion of the Engineer, partial cleanup shall be done for public safety. The cleanup work shall be done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is completed. 1 - 05 CONTROL OF WORK 1 -05.4 Conformity With And Deviations From Plans And Stakes Section 1 -05.4 is supplemented with the following: Contractor Surveying Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all horizontal and vertical construction control and base lines, including offset points and grade necessary for completion of the work. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. Payment No additional payment will be made for Contractor Surveying — Roadway. Payment will be incidental to other items contained in the contract. 30 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. 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1- 05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. 31 If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion F I of U IC ' VVtJI r \. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are 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 32 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. 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. 1 - 06 CONTROL OF MATERIAL (April 3, 2006) 1 -06.1 Approval of Materials Prior To Use The second sentence in the first paragraph is revised to read: The Contractor shall use the Qualified Product List (QPL), the Aggregate Source Approval (ASA) Database, or the Request for Approval of Material (RAM) form. Number 1 under the second paragraph is revised to read: 1. Shall be new, unless the Special Provisions or Standard Specifications permit otherwise; 1- 06.1(1) Qualified Products List (QPL) This section is supplemented with the following: 33 The current QPL can be accessed on -line at www.wsdotwa.cov/biz/mats/QPL/QPL.cfm The following new sub - section is inserted to follow 1- 06.1(2). 1- 06.1(3) Aggregate Source Approval (ASA) Database The ASA is a database containing the results of WSDOT preliminary testing of aggregate sources. This database is used by the Contracting Agency to indicate the approval status of these aggregate sources for applications that require preliminary testing as defined in the contract. The ASA 'Aggregate Source Approval Re . port' L iuci ILII I the currently Illy appI uveu applications WI each I dggregdLt source listed. The acceptance and use of these aggregates is contingent upon additional job sampling and /or documentation. Aggregates approved for applications on the ASA 'Aggregate Source Approval Report' not conforming to the specifications, not fulfilling the acceptance requirements, or improperly handled or installed, shall be replaced at the Contractor's expense. For questions regarding the approval status of an aggregate source, contact the WSDOT Regional Materials Engineer for the Region the source is located in. The Contracting Agency reserves the right to make revisions to the ASA database at anytime. If there is a conflict between the ASA database and the contract, then the contract shall take precedence over the ASA database in accordance with Section 1 -04.2. The ASA database can be accessed on -line at www.wsdot.wa.gov /biz/mats /ASA 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 frequencies 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) 34 compaction test shall be taken for each 100 linear feet of main pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot and 3 -foot depths below finish grade. Compaction shall conform to Section 7- 08.3(3) or 7- 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). 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 Pavement Slump and air tests along with three cylinders shall be taken for each 50 cubic yards of concrete placed. 35 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible 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 care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, 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. 1 -07.5 Environmental 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. 1-07.6 Permits and Licenses This section is supplemented with the following: (March 13, 1995) 36 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. 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 Strom 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 bids items, and no separate payment shall be made. (February 5, 2001) 1 -07.17 Utilities And Similar Facilities Section 1 -07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. 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, Rm 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 401 N 1st Street, Yakima, Washington 98901 509 -457 -5905 Pacific Power PO Box 1729 Yakima, Washington 98907 509 -575 -3146 ( * * * * *) 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 37 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 / * * * ** A FM/ A 172S p) 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 date, unless otherwise indicated below, the following insurance with insurance companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 ROW. 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 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). 38 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. 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 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 falling 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 form: (CG 00 01) or equivalent, including all the usual coverage known as: Per project aggregate endorsement (CG2503) Premises /Operations Liability 39 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 sn 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 $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 million per occurrence and aggregate 40 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. 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 for S. 6t`' Street & Nob Hill Blvd. 41 Intersection Improvements 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 an Additional Insured in their Self- Insured layer, and include claims - handling directions in the event of a claim. I- VI.L,J Public Convenience aI 1 Safety 1- 07.23(1) Construction Under Traffic (October 1, 2005 APWA GSP) Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Conti acting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. Supplement this section with the following: (April 5, 2004) 42 The construction safety zone will be determined as follows: When the posted speed is 35 MPH or under, the safety zone will be 10 feet from the outside edge of traveled way or 2 feet beyond the outside edge of the sidewalk. When the posted speed is from 40 to 55 MPH the safety zone will be 15 feet from the outside edge of traveled way. When the posted speed is 60 MPH or over the safety zone will be 30 feet from the outside edge of traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. 1 -07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. 43 Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 44 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 Contractor shall prepare and submit at the preconstruction meeting the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1 -08.1 Subcontracting (October 1, 2005 APWA GSP) Revise the seventh paragraph to read: On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the contract. This certification shall be submitted to the Engineer, on the form provided by the Engineer 20 calendar days after physical completion of the contract. 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. 45 1 -08.3 Progress Schedule The first and second paragraphs of Section 1 -08.3 are replaced with the following: 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. !c ( .-.4.+ 1 ..J....:L.I.. .. J' ... ..I.. ....J..1..J Schedules _L,.II L. forwarded W .J_J t_ Copies \ t prints I W UI 1 reps . UUUI,IUIC Ui I ievviy updated Jt ieuUICJ shall LJC IUI WdI UCU the Engineer, as directed, immediately upon preparation. This section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the Construction Engineer 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 (October 1, 2005 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. (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. Each working day shall be charged to the contract as it occurs, beginning on 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 46 has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) . remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the 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 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1 -07.24 1 -08.5 Time for Completion This section is revised to read: The Contractor shall complete all physical contract work within the number of "working days" stated in the Contract Provisions or as extended by the Engineer in accordance with Section 1 -08.8. Every day will be counted as a "working day" unless it is a nonworking day or an Engineer determined unworkable day. 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. When any of these holidays fall on a Sunday, the following Monday shall be 47 counted a nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day. The days between December 25 and January 1 will be classified as nonworking days. An unworkable day is defined as a half or whole day the Engineer declares to be unworkable because of weather or conditions caused by the weather that prevents satisfactory and timely performance of the work shown on the critical path of the Contractor's approved progress schedule. Other conditions beyond the control of the Contractor may qualify for an extension of time in accordance with Section 1- 08.8. Contract time shall begin on the first working day following the 21st calendar day r _i__.�_ date the Contracting the date he Contracting Agency executes the contract. if the Contractor starts work on the project at an earlier date, then contract time shall begin on the first working day when onsite work begins. The contract provisions may specify another starting date for contract time, in which case, time will begin on the starting date specified. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any half or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. The Engineer will give the Contractor written notice of the physical completion date for all work the contract requires. That date shall constitute the physical completion date of the contract, but shall not imply the Secretary's acceptance of the work or the contract. The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents 48 c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification (March 13,1995) Section 1 -08.5 is supplemented with the following: This project shall be physically completed in its entirety within 75 working days. 1 -08.8 Extensions of Time Section 1 -08.8 is revised to read: The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The requests for time extension shall be limited to the affect on the critical path of the Contractor's approved schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The request shall include an updated schedule that supports the request and demonstrates that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or by using other reasonable alternatives. If a request combined with previous extension requests, equals 20 percent or more of the original contract time then the Contractor's letter of request must bear consent of Surety. In evaluating any request, the Engineer will consider how well the Contractor used the time from contract execution up to the point of the delay and the effect the delay has on any completion times included in the special provisions. The Engineer will evaluate and respond within 15 calendar days of receiving the request. The authorized time for physical completion will be extended for a period equal to the time the Engineer determines the work was delayed because of: 1. Adverse weather causing the time requested to be unworkable, provided that the Engineer had not already declared the time to be unworkable and the Contractor has filed a written protest according to Section 1 -08.5. 2. Any action, neglect, or default of the Contracting Agency, its officers, or employees, or of any other contractor employed by the Contracting Agency. 3. Fire or other casualty for which the Contractor is not responsible. 4. Strikes. 5. Any other conditions for which these Specifications permit time extensions such as: 49 a. In Section 1 -04.4 if a change increases the time to do any of the work including unchanged work. b. In Section 1 -04.5 if increased time is part of a protest that is found to be a valid protest. c. In Section 1 -04.7 if a changed condition is determined to exist that caused a delay in completing the contract. d. In Section 1 -05.3 if the Contracting Agency does not approve properly prepared and acceptable drawings within 30 calendar days. e. In Section 1 -07.13 if the performance of the work is delayed as a result of damage by others. f. In Section 1 -07.17 if the removal or the relocation of any utility by forces other than the Contractor caused a delay. g. In Section 1 -07.24 if a delay results from all the right of way necessary for the construction not being purchased and the special provisions does not make specific provisions regarding unpurchased right of way. h. In Section 1 -08.6 if the performance of the work is suspended, delayed, or interrupted for an unreasonable period of time that proves to be the responsibility of the Contracting Agency. i. In Section 1 -09.11 if a dispute or claim also involves a delay in completing the contract and the dispute or claim proves to be valid. I Section r r_ 'performed on force I,,, j. in .) t LIUf 1 -U9.0 for work peIIoIIIICU on I a i011.;e account basis. 6. If the actual quantity of work performed for a bid item was more than the original plan quantity and increased the duration of a critical activity. Extensions of time will be limited to only that quantity exceeding the original plan quantity. 7. Exceptional causes not specifically identified in items 1 through 6, provided the request letter proves the Contractor had no control over the cause of the delay and could have done nothing to avoid or shorten it. Working days added to the contract by time extensions, when time has overran, shall only apply to days on which liquidated damages or direct engineering have been charged, such as the following: If substantial completion has been granted prior to all of the authorized working days being used, then the number of days in the time extension will eliminate an equal number of days on which direct engineering charges have accrued. If the substantial completion date is established after all of the authorized working days have been used, then the number of days in the time extension will 50 eliminate an equal number of days on which liquidated damages or direct engineering charges have accrued. The Engineer will not allow a time extension for any cause listed above if it resulted from the Contractor's default, collusion, action or inaction, or failure to comply with the contract. The Contracting Agency considers the time specified in the special provisions as sufficient to do all the work. For this reason, the Contracting Agency will not grant a time extension for: • Failure to obtain all materials and workers unless the failure was the result of exceptional causes as provided above in subsection 7; • Changes, protests, increased quantities, or changed conditions (Section 1- 04) that do not delay the completion of the contract or prove to be an invalid or inappropriate time extension request; • Delays caused by nonapproval of drawings or plans as provided in Section 1 -05.3; • Rejection of faulty or inappropriate equipment as provided in Section 1- 05.9; • Correction of thickness deficiency as provided in Section 5- 05.5(1)B. The Engineer will determine whether the time extension should be granted, the reasons for the extension, and the duration of the extension, if any. Such determination will be final as provided in Section 1 -05.1. 1 -08.10 Termination of Contract 1- 08.10(1) Termination for Default Revise the last sentence of the fifth paragraph of Section 1- 08.10(1) as follows: Replace "State of Washington, Department of Transportation" with "Contracting Agency." 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 Contractor's total bid. However, Owner does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 51 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 pu rpose of determining pr og r ess 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 an admission by the Contracting 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. 1- 09.9(1) Retainage The fourth paragraph is revised to read: Release of the retainage will be made 60 days following the Completion Date (pursuant to RCW 39.12, and RCW 60.28) provided the following conditions are met: 1. On contracts totaling more than $20,000, a release has been obtained from the Washington State Department of Revenue. 52 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency (RCW 39.12.040). 3. A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department. 4. Washington State Department of Labor and Industries (per section 1- 07.10) shows the Contractor is current with payments of industrial insurance and medical aid premiums. 5. All claims, as provided by law, filed against the retainage have been resolved. In the event claims are filed and provided the conditions of 1, 2, 3 and 4 are met, the Contractor will be paid such retained percentage less an amount sufficient to pay any such claims together with a sum determined by the Contracting Agency sufficient to pay the cost of foreclosing on claims and to cover attorney's fees. 1- 09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1 - 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. 53 Traffic Control Management 1- 10.2(1) 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 DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING AND ROADSIDE CLEANUP 2 -01.1 Description (March 13, 1995) Clearing and grubbing on this project shall be performed within the following limits: Within the areas labeled "Limits of Work" on plan sheet SP 1.1. 2 -01.2 Disposal of Useable Material and Debris Revise the third paragraph as follows: Change the word "three" to "two." 2- 01.2(1) Disposal Method No. 1 — Open Burning This section is deleted. 2 -01.5 Payment (January 5 1998) The first and second paragraphs of Section 2 -01.5 are revised to read as follows: Payment will be made in accordance with Section 1 -04.1 for the following bid items when they are included in the proposal: All costs for clearing and grubbing on this project shall be included in the lump sum price for "Eastside Skatepark ". 54 2 -07 WATERING 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. 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. 55 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8 -01.3 Construction Requirements 8- 01.3(1) General Section 8- 01.3(1) is supplemented with the following. Erosion control BMPs shall be installed before any earth moving activities take place. (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 -30 REPAIR OR REPLACEMENT (New Section) 8 -30.1 Description The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf or other miscellaneous items within or adjacent to the project area. This includes complete replacement of items that are beyond repair as determined by the Engineer. 8 -30.5 Payment Payment will be made for the following bid items: "Repair or Replacement ", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement ", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. 8 -31 SKATEPARK (New Section) 8 -31.1 Description Base Bid This work shall consist of constructing the southern portion of the proposed concrete skatepark, labeled "BASE BID ", in the City of Yakima's Kiwanis Park as detailed in these plans and specifications. See Technical Specifications immediately following the Standard Plans special provision, The estimated type and amount of work required to 56 do this project are listed below. The quantities listed are only approximate and are not guaranteed to be accurate. • Clearing and Grubbing: 0.5 Acres • Structure Excavation: 1000 CY • 2.5 -inch Sch. 40 Black Steel Pipe: 192 LF • Penrose concrete pool coping blocks: 58 EA • 2" x 2" x 3/16" thick black steel square tubing: 220 LF • 10' x 2' x 1" black polish granite slap (3 bullnose sides) 1 EA • 4000 psi 7.5 sack shotcrete mix 286 CY • #3 Rebar 20 -foot sticks 24,120 LF • #4 Rebar 20 -foot sticks 1,000 LF • Crushed Surfacing Top Course: 220 CY • Structural Fill 700 CY • Construction Fencing (6' Chainlink) 680 LF • 5/8 -inch CDX Plywood 4' X 8' sheet: 70 EA • Wood 2" x 4" x 8' long 280 EA • Y2 -inch Masonite (one side tempered) 4' x 8' sheet: 15 EA • 6 -inch SDR -35 Drainline 60 LF Alternate Al This work shall consist of constructing the northern leg of the proposed concrete skatepark, labeled "ADD ALT ", in the City of Yakima's Kiwanis Park as detailed in these plans and specifications. See Technical Specifications immediately following the Standard Plans special provision. The estimated type and amount of work required to do this project are listed below. The quantities listed are only approximate and are not guaranteed to be accurate. • Clearing and Grubbing: 0.2 Acres • Structure Excavation: 200 CY • 2.5 -inch Sch. 40 Black Steel Pipe: 18 LF • 10' x 2' x 1" black polish granite slap (3 bullnose sides) 1 EA • 7' X 2' X 1" black polish granite slab (3 bullnose sides) 2 EA • 2" X 3" x 6" bullnose white concrete brick: 16 LF • 4000 psi 7.5 sack shotcrete mix 125 CY • #3 Rebar 20 -foot sticks 16,080 LF • Brick stamped concrete 200 SF • Crushed Surfacing Top Course: 102 CY • Structural Fill 78 CY • Construction Fencing 440 LF • 5/8 -inch CDX Plywood 4' X 8' sheet: 30 EA • Wood 2" x 4" x 8' long 130 EA • Y2 -inch Masonite (one side tempered) 4' x 8' sheet: 5 EA 8 -31.4 Measurement No unit of measurement shall apply to the lump sum price for eastside skatepark, base bid. No unit of measurement shall apply to the lump sum price for eastside skatepark, Alternate A! 57 8 -31,5 Payment Payment will be made in accordance with Section 1 -04.1, for the following bid items: "Eastside Skatepark, Base Bid ", per lump sum. "Eastside Skatepark, Alternate Al, per lump sum. S TANDARD PLANS April 7, 2008 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 08 -001, effective April 7, 2008 is made a part of this contract. The Standard Plans are revised as follows: Al! Standard Plans Al! 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 -1 Sheet 1 In the TYPE 1 ALTERNATIVE, the title of the first section view is revised to INITIAL INSTALLATION B -10.20 and B10.40 Substitute "step" in lieu of "handhold" on plan C -1 a in the TYPE 1 1 , WOOD POST ASSEMBLY, the 18" long Button Head Bolts are revised to 25" long. C -1 b In the ANCHOR POST ASSEMBLY, the above ground 7 1/2" long bolt connecting the Wood Breakaway Post to the Foundation Tube is revised to 10" long. C -2s Delete reference to Cross- Section A. C -5 In the A CONNECTION, "Type 3 transition pay limit" is revised to "transition pay limit ". C -8 END VIEW A, shows two dimensions at the connecting pin counterbore opening at the top of the view, 1 1 /2" R. and below another dimension of 1 Y2" R., the bottom dimension should be 7/8" R. 0 -10 (sheet 2 of 2) COVER PLATE DETAIL, dimension of the 1" dia. holes, changes from 8" to 3" 58 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. C -12 Note 1 is revised to read: Approved inertial barrier systems (sand barrel arrays) are listed in the Qualified Products List and shall be installed in accordance with the manufacturer's recommendations. Products not listed on the Qualified Products List are considered when submitted with a Request of Approval of Materials (RAM) form. D -la through D -1f Deleted. F -40.12 through F -40.18 The following note is added to these five plans: Note 7. To the maximum extent feasible, the ramp cross slope shall not exceed 2 %. K- 80.30 -00 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K -80.35 M -1.60 COLLECTOR DISTRIBUTOR ROAD OFF- CONNECTION, taper dimensions of 225' MIN. is changed to 300' MIN. The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A- 10.10 -00 8/07/07 A- 30.15 -00 11/08/07 A- 40.50 -00 11/08/07 A- 10.20 -00 10/05/07 A- 30.30 -00 11/08/07 A- 60.10 -00 10/05/07 A- 10.30 -00 10/05/07 A- 30.35 -00 10/12/07 A- 60.20 -00 10/05/07 A- 20.10 -00 8/31/07 A- 40.10 -00 10/05/07 A- 60.30 -00 11/08/07 A- 30.10 -00 11/08/07 A- 40.20 -00 9/20/07 A- 60.40 -00 8/31/07 B- 5.20 -00 6/01/06 B- 30.50 -00 6/01/06 B- 75.20 -00 6/01/06 B- 5.40 -00 6/01106 B- 30.70 -01 8/31/07 B- 75.50 -00 6/08/06 B- 5.60 -00 6/01/06 B- 30.80 -00 6/08/06 B- 75.60 -00 6/08/06 B- 10.20 -00 6/01/06 B- 30.90 -01 9/20/07 B- 80.20 -00 6/08/06 B- 10.40 -00 6/01/06 B- 35.20 -00 6/08/06 B- 80.40 -00 6/01/06 B- 10.60 -00 6/08/06 B- 35.40 -00 6/08/06 B- 82.20 -00 ...... 6/01/06 59 B- 15.20 -00 ........ 6/01/06 B- 40.20 -00 6/01/06 B- 85.10 -00 6/01/06 B-15.40-00 ........ 6/01/06 B- 40.40 -00 6/01/06 B- 85.20 -00 6/01/06 B- 15.60 -00 6/01/06 B- 45.20 -00 6/01/06 B- 85.30 -00 6/01/06 B- 20.20 -01 11/21/06 B- 45.40 -00 6/01/06 B- 85.40 -00 ....... 6/08/06 B- 20.40 -01 11/21/06 B- 50.20 -00 6/01/06 B- 85.50 -00 6/08/06 B- 20.60 -01 11/21/06 B- 55.20 -00 6/01/06 B- 90.10 -00 6/08/06 B- 25.20 -00 6/08/06 B- 60.20 -00 6/08/06 B- 90.20 -00 6/08/06 B- 25.60 -00 6/01/06 B- 60.40 -00 6/01/06 B- 90.30 -00 6/08/06 B- 30.10 -00 6/08/06 B- 65.20 -00 6/01/06 B- 90.40 -00 ....... 6/08/06 B- 30.20 -01 11/21/06 B- 65.40 -00 6/01/06 B- 90.50 -00 6/08/06 B- 30.30 -00 6/01/06 B- 70.20 -00 6/01/06 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 0-1 2/06/07 C -3b 10/04/05 C -13 4/16/99 C -1 a 7/31/98 C -3r. 6/21 /06 C -13a 4/16/99 0-1b 10/31/03 0-3d 3/03/05 C -13b 4/16/99 C -lc 5/30/97 C -4 2/21/07 C -14a 7/26/02 0-1d 10/31/03 C -4a 2/21/07 C- 14b .... .. . .. .......7/26/02 0-2 1/06/00 C -4b 6/08/06 C -14c 7/26/02 C -2a 6/21/06 C -4e 2/20/03 C -14d 7/26/02 C -2b 6/21/06 C -4f 6/30/04 C -14e 7/26/02 C -2c 6/21/06 C -5 10/31/03 C -14f 9/02/05 C -2d 6/21/06 C -6 5/30/97 C -14g 11/21/06 C -2e 6/21/06 C -6a 3/14/97 C -14h 1/11/06 C -2f 3/14/97 C -6c 1/06/00 0-141 12/02/03 C -2g 7/27/01 C -6d 5/30/97 0-14j 12/02/03 C -2h 3/28/97 C -6f 7/25/97 C -14k 1/11/06 C -2i 3/28/97 0-7 10/31/03 C -16a 11/08/05 0-2j 6/12/98 C -7a 10/31/03 C -16b 11/08/05 C -2k 7/27/01 0-8 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 -01 10/05/07 C -2p 10/31/03 C -8e 2/21/07 0- 23.60 -00 2/06/07 C -2q . 3/03/05 C -8f 6/30/04 0- 25.18 -01 9/20/07 C -2r 3/03/05 0-10 7/31/98 0- 25.20 -01 9/20/07 C -2s 3/03/05 0-11 5/20/04 0- 25.22 -01 10/05/07 C -2t 3/03/05 0-11 a 5/20/04 0- 25.80 -00 9/20/07 0-3 10/04/05 0-11 b 5/20/04 0- 28.40 -00 2/06/07 C -3a 10/04/05 0-12 7/27/01 D- 2.02 -00 11/10/05 0- 2.36 - 01.......11 /08/07 D- 2.80 -00 11/10/05 D- 2.04 -00 11/10/05 D- 2.38 -00 11/10/05 D- 2.82 -00 11/10/05 D- 2.06 -00 11/10/05 D- 2.40 -00 11/10/05 D- 2.84 -00 11/10/05 D- 2.08 -00 11/10/05 D- 2.42 -00 11/10/05 D- 2.86 -00 11/10/05 D- 2.10 -00 11/10/05 D- 2.44 -00 11/10/05 D- 2.88 -00 11/10/05 D- 2.12 -00 11/10/05 D- 2.46 -00 11/10/05 0- 2.92 -00 11/10/05 D- 2.14 -00 11/10/05 D- 2.48 -00 11/10/05 D -3 7/13/05 D- 2.16 -00 11/10/05 D- 2.60- 00.......11/10/05 D -3a 6/30/04 D- 2.18 -00 11/10/05 D- 2.62 -00 11/10/05 D -3 b ... 6/30/04 D- 2.20 -00 11/10/05 D-2.64-00 ....... 11/10/05 D -3c 6/30/04 0- 2.30 -00 11/10/05 0- 2.66 -00 11/10/05 D -4 12/11/98 D- 2.32 - 00........11/10 /05 D- 2.68 -00 11/10/05 D -6 6/19/98 D- 2.34 -00 .. .. 11/10/05 D- 2.78 -00 11/10/05 60 E -1 2/21/07 E -4 8/27/03 E -2 5/29/98 E -4a . 8/27/03 F- 10.12 -00 12/20/06 F- 30.10 -00 1/23/07 F- 40.18 -00 2/07/07 F- 10.16 -00 12/20/06 F- 40.10 - 01.....10/05/07 F- 40.16 -00 2/07/07 F- 10.40 -00 1/23/07 F- 40.12 -00 2/07/07 F- 40.20 -00 10/05/07 F- 10.42 -00 1/23/07 F- 40.14 -00 2/07/07 F- 42.10 -00 10/05/07 F- 10.62 -01 9/05/07 F- 40.15 -00 2/07/07 F- 80.10 -00 1/23/07 F- 10.64 -01 10/05/07 F- 40.16 -00 2/07/07 G -9a 6/25/02 G- 24.50 -00 11/08/07 G- 70.10 -00 10/5/07 G- 10.10 -00 9/20/07 G- 24.60 -00 11/08/07 G- 70.20 -00 10/5/07 G- 20.10 -00 9/20/07 G- 25.10 -00 11/08/07 G- 70.30 -00 10/5/07 G- 22.10 -00 11/08/07 G- 30.10 -00 11/08/07 G- 95.10 -00 11/08/07 G- 24.10 -00 11/08/07 G- 50.10 -00 11/08/07 G- 95.20 -00 11/08/07 G- 24.20 -00 11/08/07 G- 60.10 -00 8/31/07 G- 95.30 -00 11/08/07 G- 24.30 -00 11/08/07 G- 60.20 -00 8/31/07 G- 24.40 -00 11/08/07 G- 60.30 -00 8/31/07 H- 30.10 -00 10/12/07 H- 60.20 -00 9/05/07 H- 70.30 -00 9/05/07 H- 32.10 -00 9/20/07 H- 70.10 -00 9/05/07 H- 60.10 -00 9/05/07 H- 70.20 -00 9/05/07 1- 10.10 -00 8/31/07 1- 30.50 -00 11/14/07 1- 60.10 -00 8/31/07 1- 30.10 -00 9/20/07 1- 40.10 -00 9/20/07 1- 60.20 -00 8/31/07 1- 30.20 -00 9/20/07 1- 40.20 -00 9/20/07 1- 80.10 -00 8/31/07 1- 30.30 -00 9/20/07 1- 50.10 -00 9/20/07 1- 30.40 -00 10/12/07 1- 50.20 -00 8/31/07 J -1f 6/23/00 J -8b 5/20/04 J -18 9/02/05 J -3 8/01/97 J -8c 5/20/04 J -19 9/02/05 J -3b 3/04/05 J -8d 5/20/04 J -20 9/02/05 J -3c 6/24/02 J -9a 4/24/98 J- 28.10 -00 8/07/07 J -3d 11/05/03 J -10 7/18/97 J- 28.22 -00 8/07/07 J -5 8/01/97 J -11 a 10/12/07 J- 28.24 -00 8/07/07 J -6c 4/24/98 J -11 b 9/02/05 J- 28.26 -00 8/07/07 J -6f 4/24/98 J -11 c 6/21/06 J- 28.30 -00 8/07/07 J -6g 12/12/02 J -12 11/08/05 J- 28.40 -00 8/07/07 J -6h 4/24/98 J -15a 10/04/05 J- 28.42 -00 8/07/07 J -7a 9/12/01 J -15b 10/04/05 J- 28.45 -00 8/07/07 J -7c 6/19/98 J -16a 3/04/05 J- 28.50 -00 8/07/07 J -7d 4/24/98 J -16b 9/20/07 J- 28.60 -00 8/07/07 J -8a 5/20/04 J -16c 9/20/07 J- 28.70 -00 11/08/07 K- 10.20 - 01......10/12/07 K- 26.40 -01 10/12/07 K- 40.60 -00 2/15/07 K- 10.40 -00 2/15/07 K- 30.20 -00 2/15/07 K- 40.80 -00 2/15/07 K- 20.20 -01 10/12/07 K- 30.40 -01 10/12/07 K- 55.20 -00 2/15/07 K- 20.40 -00 2/15/07 K- 32.20 -00 2/15/07 K- 60.20 -01 11/12/07 K- 20.60 -00 2/15/07 K- 32.40 -00 2/15/07 K- 60.40 -00 2/15/07 K- 22.20 -01 10/12/07 K- 32.60 -00 2/15/07 K- 70.20 -00 2/15/07 K- 24.20 -00 2/15/07 K- 32.80 -00 2/15/07 K- 80.10 -00 2/21/07 K- 24.40 -01 10/12/07 K- 34.20 -00 2/15/07 K- 80.20 -00 12/20/06 61 K-24.00-00 2/15/07 K-36.20-00 2/15/07 K-80.30-00 -.2/21/O7 K-24.80-01- ' 10/12/07 K-40.20-00 2/15/07 K-80.35-00 2/21/07 K-26.20-O0. 2/15/07 K-4040-00 2/15/07 K-8037-00 ..... 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-70.20-0O 1/30/07 L-30.10-00 2/07/07 L-40.20-0O 2/21/07 M'1.20-01 1/30/07 K8-5.10-01 1/30/07 M-24.40-01.... ..5/31/08 M-140-01 ..... 1/30/07 K4-7.50-01 1/30/07 K4-24.00-03 2/06/07 M-1.60-01 1/30/07 yW-9.50-01 1/30/07 yW-40.10-00 9/20/07 yW-1.80-02 8/31/07 K4-11.10-01 1/30/07 K4-40.20-00 10/12/07 W1-2.20-U1 1/3O/07 K4-15.1U-01 2/06/07 yW-40.30-00 9/20/07 yW-2.40-01 1/30/07 yN-17.10-01 1/30/07 K4-40.40-00 9/20/07 W1'2.80'O1 1/30/07 K1-20.10-01 1/30/07 yW-40.50-00 9/20/07 K8-3.10-01 1/30/07 yN-20.20-01 1/30/07 K4'40.00-00 9/20/07 K4-3.20-01 1/30/07 yW-20.30-01 1/30/07 K4-60.10-00 9/05/07 �� 1/30/07 M-20.40-01 1 /30/07 m-R0.2O-00 9/05/07 N1-3.40-01 1/30/07 [W-20.50-01 1/30/07 yW-65.10-00 9/05/07 M-3.50-01 1/30/07 PW-24.20-01 5/31/00 62 TECHNICAL SPECIFICATIONS FOR SKATEPARK City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0100 Section 0100 - Rough Grading Part 1: General 1.1 Section Includes A. Removal of soil and subsoil B. Cutting, grading, filling, rough contouring, and compacting the site for site structures, building pads, and landscaping. 1.2 Project Record Documents A. Accurately record actual locations of utilities remaining by horizontal dimensions, elevations or inverts, and slope gradients. Part 2: Products 2.1 Materials A. Topsoil 1. Import sufficient topsoil so that all turf repair areas shall receive a minimum of 4 inches of topsoil. 2. Provide new topsoil that is fertile, friable, natural sandy loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 2" in any dimension, and other extraneous matter harmful to plant growth. B. Imported Structural Fill: Nonexpansive, granular borrow. 1. Conforming to Unified Soil Classification System for soils designated as GW or GP. 2. Free of lumps larger than 3 inches, rocks larger than 3 inches, and organic debris. Part 3: Execution 3.1 Examination A. Verify site conditions. 1 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0100 B. Verify that survey bench mark and intended elevations for the Work are as indicated. 3.2 Preparation A. Identify required lines, levels, contours and datum. B. Stake and flag locations of known utilities. C. Locate, identify and protect utilities that remain from damage. D. Protect above and below grade utilities that remain. E. Protect plant life, lawns and other features remaining as a portion of final landscaping. F. Protect bench marks, survey control point, existing structures, fences, sidewalks, paving and curbs from excavating equipment and vehicular traffic. 3.3 Filling A. Fill to contours and elevations indicated using unfrozen materials. B. Employ a placement method that does not disturb or damage other work. C. Systematically fill to allow maximum time for natural settlement Do not fill over porous, wet, frozen, or spongy subgrade surfaces. D. Maintain optimum moisture content of fill materials to attain required compaction density. E. Place and compact materials in equal continuous layers not exceeding 8 inches compacted depth. F. Slope grade maximum 3:1, as per plans, unless otherwise noted. Make gradual grade changes. Blend slope into level areas. G. Compaction density: 95 percent of maximum dry density. 3.4 Clean Up A. Clean site daily of trash and debris resulting from construction operations. 2 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0100 B. Upon completion of the work, remove soil piles, surplus material, and equipment from the site. Restore ground surface to original condition. 3 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0200 Section 0200 - Backfilling Part 1: General 1.1 Section Includes A. Provide all materials, operations and labor as indicated on Drawings and as specified herein to complete all site Backfill and Compaction Work. B. Backfills for all excavations required for specified area construction including the placing and compacting of material around site structures to the lines indicated on the Drawings. 1.2 References A. ASTM C136 - Method For Sieve Analysis of Fine and Coarse Aggregates. B. ASTM D2419 - Test Method For Sand Equivalent Value of Soils and Fine Aggregate. C. ASTM D2434 - Test Method for Permeability of Granular Soils (Constant Head). D. ASTM D2922 - Test Methods for Density of Soil and Soil - Aggregate in Place by Nuclear Methods (Shallow Depth). E. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil - Aggregate Mixtures. Part 2: Products 2.1 Materials A. Nonexpansive, granular borrow. Part J. Execution 3.1 Backfilling Operation A. Backfill shall not be placed around concrete structures (i.e.) footings, foundations, walls, etc.) until the concrete has attained 75 % of it's design strength. 4 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0200 B. Place backfill in 6" layers (loose measurements) and compact between each successive layer. C. Maintain optimum moisture content of backfill materials to attain required relative compaction density. (2% of optimum). D. Protective Measures: All work shall be protected and guarded against danger of life, limb and property. 3.2 Compaction Method A. Place all backfill materials according to all applicable provisions of the standards referenced in section 1.2. B. Backfill shall be class II aggregate base or approved imported fill. C. Compaction of each layer shall be continuous over its entire area and the compaction equipment shall make sufficient passes that the required density is obtained. 3.3 Compaction Density A. As per Geo Tech Report. 3.3 Clean Up A. Clean site daily of trash and debris resulting from construction operations. B. Upon completion of the work, remove soil piles, surplus material, and equipment from the site. Restore ground surface to original condition. 5 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0400 Section 0400 - Site Grading Part 1: General 1.1 Section Includes A. Provide all labor, materials, services and equipment indicated on Drawings and / or herein specified to complete Site Grading Work (finish grading) within designated skatepark area. B. Site grading shall consist of establishing finish grade to conform to the contours, grades, line and shapes as indicated on the Drawings. C. Land alteration of existing topographic conditions to conform to the contours, grades, lines and shapes indicated on the Drawings. Contractor shall place and compact all required backfill material to conform to the contours, grades lines and shapes as indicated on the Drawings. D. Placement and compaction of existing stockpiled fill material or imported fill (approved by Owner) to conform to the continuous grades, lines and shapes as indicated on the Drawing. 1.2 Existing Utilities A. Contractor is responsible for staking and marking the location of all existing utilities before commencing work. B. Retain and protect in operating condition all active utilities traversing the site designated to remain. C. Where existing utilities not indicated on the Drawings are encountered: support, shore up, protect and immediately contact the Owner to help coordinate the continuance and/or relocation of said services. 1.3 Protection A. Use all means necessary to protect existing conditions designated to remain, newly constructed conditions and adjacent properties. Avoid any encroachment on adjacent properties. B. In the event of damage or loss immediately make all repairs and replacements required to the owner's approval at no additional cost to the owner. 6 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0400 C. Any damage to existing skatepark structures to be repaired by Contractor at no additional cost to owner. Part 2: Products 2.1 Materials A. General Fill: Imported borrow or soil excess excavated onsite, free of lumps larger than 3 inches, rocks larger than 2 inches, and debris. Part 3: Execution 3.1 General A. Conduct work in an orderly manner. Soil or debris shall not be permitted to accumulate on streets or sidewalks nor to be washed into storm drains or adjacent waterways with out filtering with appropriate silt screening device. B. Use all means required to prevent the erosion of freshly graded areas during construction and until such a time as proposed hard surfaces and or erosion control have been constructed. 3.2 Layout A. Maintain all benchmarks, control monuments and stakes. Protect from damage and dislocation. B. If any discrepancies are found by the surveyor between the Drawings and the actual site conditions, the Owner reserves the right to make minor adjustment in Work Specified as necessary to accomplish the intent of the Contract Documents without increased cost to the owner. 3.3 Finish Grading A. Finish grade shall conform, after compaction, to shapes, spot elevations and contours as indicated on Drawings, with uniform levels or slopes between finish elevations or between finish elevations and existing elevations. B. Rims of drain inlets shall be flush with finish surface of concrete. 7 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0400 3.4 Compaction A. Minimum 92 percent of maximum dry density. 3.5 Clean Up A. Clean site daily of trash and debris resulting from construction operations. B. Upon completion of the work, remove soil piles, surplus material, and equipment from the site. Restore ground surface to original condition. 8 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0500 Section 0500 - Aggregate Base Part 1: General 1.1 Section Includes A. Aggregate base course. 1.2 References A. ASTM D2922 - Test Methods for Density of Soil and Soil - Aggregate in Place by Nuclear Methods (Shallow Depth). B. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil - Aggregate Mixtures. Part 2: Products 2.1 Materials A. Imported Structural Fill: Nonexpansive, granular borrow. 1. Conforming to Unified Soil Classification System for soils designated as GW or GP. 2. Free of lumps larger than 3 inches, rocks larger than 3 inches, and organic debris. Part 3: Execution 3.1 Examination A. Verify substrate has been inspected, gradients and elevations are correct, and is dry. 3.2 Preparation A. Correct irregularities in substrate gradient and elevation by scarifying, reshaping, and recompacting. B. Do not place on soft, muddy, or frozen surfaces. 3.3 Aggregate Placement 9 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0500 A. Spread aggregate over prepared substrate to a total compacted thickness as shown on the plans. B. Place aggregate in maximum 4 inch layers and compact to a specified density. C. Level and contour surfaces to elevations and gradients indicated. D. Add small quantities of fine aggregate to coarse aggregate as appropriate to assist compaction. E. Add water to assist compaction. if excess water is apparent, remove aggregate and aerate to reduce moisture content. F. Use mechanical tamping equipment in areas inaccessible to compaction equipment. 3A Tolerances A. Flatness: Maximum variation of 1 /4 inch measured with a 10 foot straight edge. B. Scheduled Compacted Thickness: Within 1 /4 inch. C. Variation from Design Elevation: Within 1 /4 inch. 3.5 Clean Up A. Clean site daily of trash and debris resulting from construction operations. B. Upon completion of the work, remove soil piles, surplus material, and equipment from the site. Restore ground surface to original condition. 10 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0600 Section 0600 - Storm Drainage Part 1: General 1.1 Section Includes A. Provide storm water drainage system consisting of drain lines, inlets, trenching, bedding, backfill and out -fall connection for entire skate park as shown within the construction drawings. 1.2 Protection A. Protect all existing tree roots, shrubs, paving and utilities from damage due to drainage excavations. Re -route piping if necessary to avoid excessive damage to existing conditions as directed by the Owner to avoid damage. Provide protective barrier from all open trenches. 1.3 Coordination A. Coordinate all work affected by drainage operations. Part 2: Products 2.1 Materials A. PVC Drain Pipe: Manufacture in accordance with standards noted herein. 1. Marking and Identification: continuously and permanently marked with manufacturer's name, pipe size, type of pipe and material, SDR number, ASTM standard number and the NSF (National Sanitary Foundation) seal. 2. PVC pipe - fittings shall be of the same material as the PVC pipe specified and shall be compatible with PVC pipe furnished. 3. All drainpipes shall be SDR -35 or approved equal. B. Drain Inlets 1. Zurn Floor Drain (or equal). - Z-415 Body Assembly with "Type B" Strainer. Strainer diameter shall be 10 ". Body assembly shall accommodate a 6" SDR -35- drainline connection. 11 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0600 2. Materials & Finish - Body shall be Dura- Coated cast iron with bottom outlet, combination invertible membrane clamp and adjustable collar. Strainer shall be polished nickel. Part 3: Execution 3.1 Excavation A. Excavate ditch no greater in width or depth than is necessary to permit construction. 3.2 Bedding A. Provide a firm foundation of uniform density throughout the entire length of the pipe. The exterior of the pipe for not less than 1 /4 of its circumference shall be bedded in an earth foundation of uniform density accurately shaped to fit the outside of the pipe. The material used for bedding shall be material f nn - exc a v ati o n. Wh r i encountered at grade, the rock shall be removed to a depth of six inches below grade and tamped, clean fill, rock free over l inch, earth from the excavation shall be used to bring the elevation up to grade. 3.3 Laying A. Do not place pipe in a wet trench. Keep trenches free from water. B. Coupling: Use approved solvent weld or pressure coupling. Clean pipe and fittings thoroughly of dirt, dust, and moisture. Apply a light uniform coat of solvent to pipe (or compression fitting if applicable) fitting and immediately make the connection. 3,4 Backfill A. After the pipe has been installed and the joints completely set, material from the on -site excavation at a moisture content with which the required density can be obtained, shall be placed equally along both sides of the pipe in layers not exceeding six inches loose depth. Compact each layer thoroughly by hand or pneumatic tampers to finish grade. 3.5 Connection to Existing Drainage System 12 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0600 A. Bore into the surface. Do not extend the pipe into the structure. Construct a concrete collar material not less than six inches greater in diameter than pipe and six inches long, and bond to the structure. 3.6 Clean Up A. Clean site daily of trash and debris resulting from construction operations. B. Upon completion of the work, remove soil piles, surplus material, and equipment from the site. Restore ground surface to original condition. 13 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0700 Section 0700 ® Concrete Formwork Part 1: General 1.1 Section Includes A. Deliver and store all material in such manner as to protect it from damage and deterioration. B. Design, construction and safety of all formwork shoring and reshoring shall be the complete responsibility of the contractor. C. It shall be the responsibility of the contractor to insure that all applicable safety laws are strictly enforced and to maintain a safe construction area. 1.2 Coordination A. Coordinate all work affected by concrete formwork operations. Part 2: Pro ducts 2.1 Materials A. When finish concrete is below grade plywood or sawn lumber formwork shall be constructed of substantial material as selected by the contractor. B. Where finished concrete is above grade and scheduled to be exposed, use Plyform Class I and II, EXT -DFPA or equivalent. C. Form coating shall be a non - grain - raising and nonstaining type that will not leave residual matter on the surface of the concrete or adversely affect bonding to concrete of paint, plaster or other applied materials. Part 3: Execution 3.1 Erection A. All concrete above grade shall be in cast -in- plywood forms. B. All concrete below grade shall be cast -in- plywood or sawn lumber forms. 14 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0700 C. Concrete below grade may be poured directly against earth in open trenches. D. All forms shall be constructed true to line and level, sufficiently tight to prevent leakage of mortar, and shall conform exactly to the dimensions of the finished concrete as shown on the drawings. E. Where studs in framework are spaced not over 12 inches on center, 5/8" minimum plywood shall be used. Where studs are spaced not over 16 inches on center, 3 /4 " minimum plywood shall be used. F. Place long dimension of plywood sheets perpendicular to direction of studs. All forms to be inspected prior to pour. G. All forms and alignments of paving, layout, and special paving areas shall be reviewed and approved by the Owner (or authorized representative) prior to pouring (give a minimum of 48 hours notice). 3.2 Removal of Forms A. Do not disturb or remove the forms until the concrete has developed sufficient strength to safely sustain its own weight and the superimposed loads above. After concrete is placed, the following minimum time periods shall elapse before the removal of forms: Forms Shores Sides of walls and edges of slabs and footings: 3 days 5 days 3.3 Clean Up A. Clean site daily of trash and debris resulting from construction operations. B. Upon completion of the work, remove soil piles, surplus material, and equipment from the site. Restore ground surface to original condition. 15 Buffalo Skatepark: City of Buffalo, WY Technical Specifications Section 0800 Section 0800 ® Concrete Reinforcement Part 1: General 1.1 Section Includes A. Provide steel reinforcement for cast -in -place concrete. B. Stack reinforcing steel in tiers. Mark each length, size, shape and location. Maintain reinforcement free of dirt, mud, paint or rust. 1.2 References A. American Concrete institute (ACI): 1. ACI 315 -80, Manual of Standard Practice for detailing reinforced Concrete Structures. 2. ACI 318-77, Building Code Requirements for Reinforced Concrete. B. American Society for Testing and Materials (ASTM - latest editions): 1. ASTM A233, Mild Steel Arc Welding Electrodes 2. ASTM A615, Deformed Billet -Steel Bars for Concrete Reinforcement 3. ASTM A706, Low -Alloy Steel Deformed Bars for Concrete Reinforcement. C. Concrete Reinforcing Steel Institute (CRSI): Manual of Standard Practice, latest edition. D. American Welding Society (AWS): Reinforcing Steel Welding Code, D12. 1 -75, including latest revisions. Part 2: Products 2.1 Materials A. Steel Reinforcement: Deformed Billet Steel, ASTM A615, Grade 40, or equivalent. 16 Buffalo Skatepark: City of Buffalo, WY Technical Specifications Section 0800 2.2 Fabrication A. Fabricate to sizes, shapes and lengths detailed in accordance with the requirements of ACI 318 -71 and ACI 315 -65. Part 3: Execution: 3.1 Installation A. Accurately place reinforcing steel in accordance with drawings. Thoroughly clean reinforcement of any coating that would reduce bonding. Do not splice reinforcement at points of maximum stress. Stagger splices in adjacent bars and provide a minimum overlap of 30 -bar diameters at splices unless specifically noted otherwise on Drawings. B. Securely saddle tie intersections with #18 galvanized black annealed wire. Rigidly secure reinforcement in place. Provide concrete coverage as shown on Drawings. 3.2 Clean Up A. Clean site daily of trash and debris resulting from construction operations. 17 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0900 Section 0900 - Concrete/ Shotcrete Installation Part 1: General 1.1 Section Includes A. All flat "skateable" surfaces to be constructed of either concrete or shotcrete. All "transitional, vertical, or banked" concrete surfaces to be built of Shotcrete, with no exceptions permitted. The contractor shall state in submittals which construction technique will be employed. 1.2 References A. American Concrete institute (ACI): 1. ACI 301, Specifications for Structural Concrete Buildings 2. ACI 318, Building Code Requirements for Reinforced Concrete. Part 2: Products 2.1 Materials A. Concrete 1. Portland Cement: ASTM C 150, Type as required. 2. Fly Ash: ASTM C 168, Type C or F (limit use of fly ash in concrete mix design to not exceed 20% of cement content by weight). 3. Strength: All concrete shall attain a minimum strength of 4000 psi 28 days curing after placement of same. 4. Aggregates: ASTM C 33, or equivalent in local aggregates of proven durability. 5. Water: Potable. 6. Air - Entraining Mixture: ASTM C 260 7. Water - Reducing Admixture: ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. 18 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0900 B. Shotcrete: 1. Cement All cement shall conform to the standard criteria of ASTM C- 150, Type 1. 2. Sand: all sand for shotcrete shall conform to ASTM C -33. 3. Strength: All shotcrete shall attain a minimum strength of 4000 psi 28 days curing after placement of same. 4. Mix proportion: The design of the shotcrete shall be provided by the Supplier, which shall be approximately 70% sand, 30% coarse maximum size, 7 to 7.5 sacks cement. 5. Mixing Method: Mixing shall be accomplished in a power batch mixer equipped to measure accurately the quantity of aggregate and the time of mixing. 6. Mixing Period: The mixing period shall be at least 1- 1 /2 minutes at a mixer peripheral speed of approximately 200 feet per minute. Materials mixed more than 15 minutes shall not be used in the work and shall be discarded. 7. Example of Acceptable Mix Design: Method Used to Determine Mix Design Field Mix Description 7.5 Bag Shotcrete Mix Slump Range 2 inches Water /Cement Ratio 0.44 Air Content 5 -8 % Material Description Cement ASTM C150 Type 1 580 Flyash ASTM C618 Class C 125 Slag Cement ASTM C989 Fine Aggregate ASTM C33 1814 Coarse Aggregate Pea Gravel 875 Water Potable 310 19 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0900 A Master Builders Mastepave (or ASTM C494 TYPE C Non- equivalent) Chloride Accelerator _ 27.0 Master Builders Microair ASTM C260 Air As needed for Proper (or equivalent) Entrainment Air Content Material Specific Gravity Cubic Feet Cement 3.15 2.95 Fiyash 2.75 .73 Slag Cement 2.85 0.00 Fine Aggregate 2.63 11.05 Coarse aggregate 2.57 5.46 Water 1.00 4.97 Air 1.84 Yield 27.00 C. Concrete Coping: 1. Concrete Coping shall be precast concrete 2 1 /4" Bullnose Coping manufactured by Precision Tile Co. (11140 Penrose St. Sun Valley, CA 91352; Phone: (818) 767 -7673; Fax: (818) 767- 0467). Substitute only if pre- approved by owner. D. Sealant 1. All sealant materials used in the work specified in this Section, unless otherwise specifically approved by the Owner, shall be single or double component, primerless, of a non - sagging type in neutral color or other approved color where exposed to view. Part 3: Execution: 3.1 Installation A. All materials shall be installed in compliance with manufacturer's written instructions and /or recommendations for installation. 20 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0900 B. All work shall be performed in a manner equal to or exceeding accepted trade industry standards as Outlined by the specific trade Council for the trade(s) involved in the performance of the work. 3.2 Placing of Shotcrete A. Shotcrete shall be placed only by qualified, experienced personnel that are reasonably equipped for the proper placement of shotcrete in swimming pools and like structures. B. Back -up Surfaces 1. The shotcrete shall be applied against material which will not deteriorate during the application. Where necessary, provide back -Lip wood or metal formwork to form vertical walls. 2. Shotcrete shall be applied to the floor area adjacent to vertical areas before application of shotcrete to the vertical areas in order to prevent rebound accumulation during application. 3. All surfaces on which shotcrete are to be applied shall be dampened sufficiently to prevent excessive absorption of water content from the shotcrete mix prior to curing. 4. Sufficient ground wires shall be furnished and installed to permit establishment of correct thickness and surface planes of the shotcrete; both horizontal and vertical ground wires shall be installed at corners and offsets not clearly established by the formwork, where needed to establish correct thickness and planes. C. Nozzle Technique 1. Shotcrete shall, where possible, be applied with the application nozzle held at right angles to the surfaces to be shotcreted and at a distance of 2 /z to 3 feet, except when enclosing reinforcing steel. 2. Shotcrete shall, when applied to enclose reinforcing steel, be applied with the application nozzle held so as to direct the shotcrete behind the reinforcing steel bars, and shall be directed at each side of such bars separately. 3. No shotcrete shall be placed into, around, or over rebound materials. 21 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 0900 D. Tolerances 1. All shotcrete shall be placed to the lines and dimensions indicated on the drawings and as required to allow for finish material to achieve true planes and uniform surfaces. 3.3 Clean Up A. Clean site daily of trash and debris resulting from construction operations. 22 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 01000 Section 01000 - Miscellaneous Metals Part 1: General 1.1 Section Includes A. Furnish Materials and perform labor requied to execute this work as indicated on the drawings, as specified, and as necessary to complete the contract, including, but not limited to Bowl Steel Coping, Ledge Steel Coping, and Handrails. Part 2: Products - Not Used Part 3: Execution: 3.1 Steel Shapes A. Conform to ASTM A36 3.2 Steel Pipe A. Conform to ASTM A53, Grade B. Schedule 40. 3.3 Steel Plate A. Conform to ASTM A283, Grade A. 3.4 Steel Tubing B. Conform to ASTM A501. Minimum 11 gauge for all posts and rails. 3.5 Fabrication A. Using skilled mechanics, form and fabricate items of work as indicated and as required to meet installation conditions. Make provisions to connect with or receive the work of other trades. B. Unless otherwise indicated, weld or bolt connections between members. Where possible, conceal connections in the finished work. Fit or miter exposed joints to hairline tolerance or use welded joints. On finished surfaces, grind all welds smooth and flush with base metal. 23 City of Yakima, WA: Eastside Skatepark Technical Specifications Section 01000 C. Bend pipe or tubing without collapsing or deforming the walls, and so as to produce a smooth uniform curved section and maintain uniform sectional shape. D. Where items are to be imbedded in concrete or masonry, provide welded - on anchors or lugs as indicated or required. 3.6 Welding A. All Welding shall conform to requirements of the Committee for Standard Tests for Welds of the American Welding Society. All welding shall be arc welding wire feed. Welds in finish work shall be filled out flush, ground and dressed. VVelders for structural shall be certified. 24 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this I1 day of 514 , 2008, by and between the City of Yakima, hereinafter called the Owner, and Grindline Skateparks, 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: 1, The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ 324,930.01, for Eastside Skatepark At Kiwanis Park, Project No, 2023, 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 Seventy -five (75) 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. ►I. 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 I.4 this Z day of Tt y 2008. Grindline Skateparks, Inc., a Washington Corporation Contractor B Emily Giaquinta r Cit li r 11 g r Attest: `�— (Print Name) City Clerk Its Chief Financial Officer (President, Owner, etc.) Address: 4619 14th Ave SW Seattle, WA 98106 PERFORMANCE BOND Policy # LC5907 BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Grindline Skateparks, Inc . a Washington Corporation as Principal and Contractors Bonding and Insurance Company corporation organized and existing under the laws of the State of Washington as a surely 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 $ 324,930.01 for the payment of which sum on demand we bind ourselves and our successors, hell's, 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 25 they of June , 2008 Never - the -less, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on Maw 1.5 , 20,0,8_, the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the sold the above bounded Principal, a certain contract, the Gr '. • • ine , . t - • - ks . nc . (which contract said contract being numbered 702 3 and providing for - • • - 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 sald contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, If the sald ind _ _ ne _ , - e • - . 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 sold 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 shalt hold said CITY OF YAKIMA, and YAKIMA COUNTY, 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 detects appearing or developing In the material or workmanship provided or performed under sald contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall tom. void; but otherwise It shall be and remain in full force and effect. Grindline Skateparks , Inc . rector) By: � � Y A ,, F t �6 _- (Print Name) Approved aS to form: Its: ' i ti) ' , APP (Prealdent, Owner, etc,..) (City Attorney) Contractors Bonding and Insurance Company (Surety) ., 7 ._. e i ' L Stewart (Print Name) its. Attorney In Fact 67 .....- ,1 ° °O 0 9 0 0 O °e T 0 0 ---;::.:.-..-'s- 0 0 ---_-__ . . e 0 . ' O °O' / -- P ° _ O ~ _~ 0 0 ? 4 e . 000 e 0 e O * ° P 0 0 0 0 0 '' / .' y 0 0 e 00 J _ O° "-,.-.': • OP Y OP OPO e4o f 40 ' \ dP r .. tld + O l - - 000 , :::: 0600 " 000 ;;Z: 4040 ~` ` 4000 ^^ 0 0000 ^y` • -. 0 600 r�� pOd4 - ^T 00° � ~ 0 94 ; -V ` °00 0 �.:.. 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O pt° °0 t - , Int • !� =' Executed On or After: APRIL 30TH, 2009 Number: QO, °be l i.;; ° 151012 OOOOe° 0ob' , 1-140 0.:(4 o _ . po 6 t �! I 4444° as � F l . ,z. , , ,� :. ` +l b " <fR , c�. gy ° Ua°° 1 i .. ,,;, Ot i�aa : ° t7 a M e s p iii b e il ia o ilyz wit the bondl ec ed 'herei1 anti ;. ,',% 00 ° , �i� ..� ,-a 5�`" ..,,,,..: u� :c .:. - x `.,'C- :,ins . u�.u,c u�,� Y ' '. �` `K`.,.. - . � � <.. 9 4 , ;; - 403°0 - ... � ....::cat ,;�.-�, , s �, �`� �:��.i;..x xs ;�''<�3 �, G-!sm a" o I r f eeQ eoo°6o °o : Only an unaltered original of this Power of Attorney document is va A valid original of this document Is printed on gray =o o°oea4e n000e° ,0004 0 4 4°000001. security paper with black and red ink and bears the seal of Contractors Bonding and Insurance Company (the "Company "). ;p6o60pOp0 o ° ° ,� o °po ,�� „ : i f( tir The original document contains a watermark with the letters "chic" embedded in the paper rather than printed upon it. The eM ° ° ° � l � 0 �t .,', E ppo�; watermark appears in the blank space beneath the words `Limited Power of Attorney" at the top of the document and is 1-3Z0 '%;,- 4eeo visible when the document is held to the light. This document is valid solely in connection with. the execution and delivery of :ilia 0 0 0 0 0 0 0 0 0 0 o°°s . ,I4 °00°°o e0°eo-e°- the bond bearing the number indicated below, andprovided also that the bona is of the type indicated below. This document 4 0400 0040 a0p00ppe0 „ {i 40 q l. O above. e e indicated on or cu on on s va Op� I: � t ilid only if the bond is executed before the dat ab ! 1;:, 0 p0.0-. o tr °4000 'F! `,fit 0p p s,.. �...- i: . .. .....,. -. .. '. " e "�pno0 °404440 owe 0 4 0 4 4 4 0 4 00 °o ° °O°° ,,10:7- °0°0 fil 00440 ow ot 1I� boo o ILNQW ALL MEN BY THESE PRESENTS, that the Company does hereby make, constitute g9op94 ,- a b e 0 0 0 p �� °tp°�° and appoint the following: JEFFREY L. STEWART, MONICA M. MCCANN, LYNETTE C. q °p ,A ;. tF 4°494,3 °s GRANDY, FRANK MCALLISTER and KARLA JAGLA -REITZ its true and lawful Attorney(s)- ;°0 iii, 4 4 o 0 oa6°o- in -Fact, with full power and authority hereby conferred in its naive, place and <°°°n°4 °o 0 o 3004,0940 :NW 0 0 6 0 0 0 0 4 4 40 o °v stead, to execute, acknowledge and deliver on behalf of the Company: (1) any ee f 0 t4 i�,n °-0 40- and all bonds and undertakings of suretyship given for any purpose, provided, 9, 34934000 tl��, ' �„ :;�, �, iii' 0 a °pos °& = however, that no such person shall be authorized to execute and deliver auy Itelo°o°eb ' , 00 °p4060ee� li the Company for any portion of the e. op b ° 0 40 4 t0 b ond or undertaking that shall obligate e ompany or y p - 0°o 4t0 Pr: ._"� o 4,00 ° 0 0 ; ; penal sum in excess of $10,000,000, and provided, further, that no . . ,;664°°°4 < 4044,004 p v P O p ° Attorney-in-Fact shall have the authority to issue a bid or proposal bond for litifi `t • ` � t� 0a i ,i;' any project where, if a contract is awarded, any bond or undertaking would be ¢ ob4 J / 1,; p °e °ee6*I required with penal sum' in excess of $10, 000,000; and (2) consents, releases _IA! e000 0 0 0 0 0 0 0 °0 "WI= °vo°P00 4 Q°QWI= and other similar documents required by an obligee under a contract bonded by i 40 0 4 This appointment the authority got ,t „ e ° 04 the Company. Thiintment • made under • ththority of the Board of - jt$ I,. �U e°°� Directors of the Company. a pe 1' �1 030,0. .0°0 ° 0p 'lr \ 0 0, p o - o °° e o 0 0 4 0 4 Wes,..... 00 Op0 e - - - - _ 0 - e°e °d 0. 0004 a " Al ow , , tli low - ¢ -4010,40 q eee4 o4 _ a - - i " ""4 ° °°0° 400000000 ev - 00 4 4 0 e 0 0 4 e 0 ogew - - _ _ - _ so406eo is ,,,1 °A �.. . - - - - - IN C 0 ��r�E.t CERTIFICATE °pt�f 4,t 44000 °0 - I °eoe 4 op0 0 0 4 flrr 0 0400 60 o m- 0 ° Oft , °4 4Q I, the undersigned secretary of Contractors Bonding and Insurance Company, a Washington ;;6414044 t e _ 0 b e o44 p Q o � , , _i l ��� ' a� corporation, DO HEREBY CERTIFY that this Power of Attorney rema i n full force and effect. and <" X1 1 4440.1 has not been revoked, and, f uthermore, that the resolutions of the Board of Directors set forth on the e °0bo04 00e46°60 o e ° °0 °0 °4 °4 °4°4°4 ° ° °a °o-. reverse are now in full force and effect. 3 °p$4 e 4 o 4 4 b oe o �� , 0p4Ag4 OW p°0' 0o0 ., ,t .iti �j �y X7 yy�t�. ' /�7 4 IIIIII I j' ,�,I O i000e ° o 0oe°� Bond NVumber i )9o! -. - J.ypOpQOpep 4' 00 0 4ea p0 0 .1.- _ w oeeae00 4 0 0 0 0 000 % -- - s 20 4000 ,. �'��q "." <� a ee4o °0e 0ri 4 04 , °`� � <: o o e 0 ' 1{ 1 - .� S `` ` <�>>' ^" � "i� °4_ <P��:i Signed and sealed this I. al day of Tune - , 2008 -11001 o ,, 0 0 0 0 6 ° . 4 ,z: ? c 0,,,, "'''',., >:- ,-,; ` z - 0 , - V S; a.�*'a„ - :" -.' 4 ° 4 ° 0 0 0° 0 °O °s� ° : ./d :%,f ' 3 < < = ' y' &:iX-.._ d s' _y o e° 0 - , %ysa..�c' .< !' u '�a < �s� � Y �` - � �°� R.,,.'a`�" dux. x%n"?,'''<vx�"..a<::�?�c vs" 0 :.- < '� , ; >S< > - - "�a °60 t I rf I OW . . ap; F - . y � R. Kitk Eland, Secretary ueo°�°°+ia 11,, '' q . 1 '; c . "�i' 64t +Bili :,,, le' t . -%.`s`°` " 0 . °0 , 4 4 4 1 0 I .1 it 4400 .'4 3 :y ; v�. xa >..:fiaL �•, T om+ 1213 `f [+ (� ^�y �t I x�T p�Y /� �7 t 00 0 4 : 0 4 e w° - C • .1213 Y alley Street ® P 0. 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THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, F 3089 I I .eland, WA 98083 -3089 INSURERS AFFORDING COVERAGE NAIC # INSURED Grindline Skateparks, Inc. JUL 1 4 2008 INSURERA: Burlington Insurance Company Attn: Emily Giquanta INSURER B: Liberty NW (Ohio Casualty) 4619 14th Ave. S.W. PURCHASING ®RERC: United National Insurance Co Seattle, WA 98106 INSURER D: INSURER E 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. .NSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTA ,NSRD DATF IMM /DI3/YY1 DATE fMM/DDfyYf GENERAL LIABILITY HGL0017788 01/12/2008 01/12/2009 EACHOCCURRENCE 5 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TORENTED 5 50,000 PRFMIRFS (Fa nmrrnnrr) CLAIMS MADE I X OCCUR MED EXP (Any one person) S 5,000 I A PERSONAL P. ADV INJURY 5 1,000,000 GENERAL AGGREGATE 5 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG S 2,000,000 I 1 POLICY 1 X I .PIE % n LOC AUTOMOBILE LIABILITY BA00853438065 01/12/2008 01/12/2009 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) 5 1,000,000 ALL OWNED AUTOS BODILY INJURY S 1 B SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY 5 NON -OWNED AUTOS (Per accident) I PROPERTY DAMAGE 5 (Per acddenl) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT 5 I ANY AUTO OTHER THAN AUTO ONLY EA ACC 5 AGG $ EXCESSATMBRELLALIABILITY FCX0005514 07/09/2008 07/09/2009 EACH OCCURRENCE 5 1,000,000 X I OCCUR I I CLAIMS MADE AGGREGATE 5 1,000,000 I C 5 DEDUCTIBLE 5 RETENTION 5 5 I WORKERS COMPENSATION AND EMPLOYERS' LIABILITY HGL0017 788 01/12/2008 01/12/2009 I TIWIRY ! M TS X I O FR WASHINGTON STOP GAP E.L. EACH ACCIDENT 5 1,000,000 A ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? EL. DISEASE - EA EMPLOYEE 5 1,000,000 II yes, describe under I SPECIAL PROVISIONS below Et DISEASE- POLICY LIMIT 5 1,000,000 OTHER DESCRIPTION OF OPERATIONS) LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS E: Easts Skatepark - S. 6th Street & Nob Hill Blvd. he City of Yakima, it's agents, employees, and elected or appointed officials are named additional nsureds as per written contract, as respects to work performed by the named insured per forms ij.,0P PG-G0055 & GSG -G -010 attached. This insurance is Primary & Non Contributory,Waiver of Subrogation kpplies per form CG2404 attached. CERTIFICATE HOLDER CANCELLATION RECEI Q SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE �1s+e ®�' EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, I City of Yakima r 1 20 08 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 129 North Street OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Yakima, WA 98901 AUTHORIZED REPRESENTATIVE y c�— E mE, E0G Jeffrey Stewart /SHAWN OWN ACORD 25 (2001108) ©ACORD CORPORATION 1988 I I IMPORTANT I It 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). I DISCLAIMER I The Certificate cf 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 I affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. 1 I I I I I I I ACORD 25 (2001/08) , POLICY NUMBER: HGL0014912 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY - COVERAGE PART Schedule Name of Person or Organization: Any person or organization with whom you have agreed, In a written contract, that such person or organization should be added as an additional insured on your policy, provided such written contract is fully executed prior to an "occurrence" in which coverage is sought under this policy. (If no entry appears above, Information required to complete this endorsement will be shown In the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended Insured shall be primary insurance, and any to include as an insured the person or other insurance maintained by the Additional organization shown in the Schedule, but only Insured shall be excess and non - contributory, with respect to liability arising out of your work" but only as respects any claim, loss or liability for that Insured by or for you. arising out of the operations of the Named Insured, and only if such claim, loss or Liability is It is agreed that such insurance as is afforded by determined to be solely due to the negligence or This policy for the benefit of the Additional responsibility of the Named Insured. IFG -G -0055 0601 Contains copyright material with permission, Page 1 011 Insurance Services Otfice, Inc. 1996 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSUREDS BY CONTRACT, AGREEMENT OR PERMIT This endorsement modified insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. SECTION II - WHO IS AN INSURED is amended to include as an insured any person or organization with whom you agreed, because Ma written contract, written agreement or perrnft, to provide insurance such as Is afforded under this Coverage Part, but only with respect to your _operations, your work" or facilities owned or used by you. 2. This provision does not apply: a. Unless the written contract, agreement or permit has been Issued prior to the "bodily injury ", "property damage ", "personal injury` or "advertising injury ". b. To any person or organization included as an insured by an endorsement issued by us and made part of this Coverage Part. c. To any lessor of equipment: (1) After the equipment lease expires; or (2) II the "bodily injury", "property damage ", "personal injury" or "advertising injury" arises out of the sole negligence of the lessor. d. To any engineer, architect or surveyor if the "bodily injury ", "properly damage ", "personal injury" or "advertising injury" arises out of the rendering or failure to render professional services by or for you, including: (1) The preparing, approving, or tailing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; and (2) Supervisory, inspection or engineering services. e. To any: (1) Owners or other inieresis from whom land has been leased; or (2) Managers or lessors of premises 11: (a) The occurrence takes place after you cease to be a tenant in that premises; or (b) The "bodily Injury", "property damage ", "personal Injury" or "advertising injury' arises out of structural alterations, new construction or demolition operations performed by or on behalf of the manager or lessor. f. To any person or organization included as an insured under Paragraph 4. Newly Acquired or Farmed Organizations of Section II - Who Is An Insured. ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED. GSG -G -010 0399 POLICY NUMBER HGL0014912 COMMERCIAL GENERAL LIABILITY CG 24 04 10 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modilies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization with whom you have agreed, in a written contract to waive the transfer of rights of recovery against others to us, provided such written waiver is fully executed prior to an "occurrence" in which coverage is sought under this policy. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV — COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or your work" done under a contract with that person or organization and included In the "products - completed operations hazard ". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 Page 1 of 1 0 POLICY NUMBER: HGL0014912 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT AND GENERAL AGGREGATE FOR ALL CONSTRUCTION PROJECTS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Projects: Each construction project described in a.separate_written —_ _ contract- If multiple construction projects are grouped together under one written contract, all such projects will be considered one project and subject to a single general aggregate limit for That contract. Limits: Designated Construction Project General Aggregate Limit as shown in the Commercial General Aggregate Limit General Liability Declarations, IFG -G- 0002 -DL General Aggregate For Ali Projects $5,000,000 Combined (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. For all sums which the insured becomes legally 2. The Designated Construction Project General obligated to pay as damages caused by Aggregate Umit Is the most we will pay for the 'occurrences" under COVERAGE A (SECTION sum of all damages under COVERAGE A, -1), and for ail medical expenses caused by except damages because of "bodily injury" or accidents under COVERAGE C (SECTION I), "property damage" included in the "products - which can be attributed only to ongoing completed operations hazard ", and for operations at a single designated construction medical expenses under COVERAGE C project shown in the Schedule above: regardless of the number of: 1. A separate Designated Construction Project a. Insureds; General Aggregate Limit applies to each b. Claims made or "suits" brought; or designated construction project, and that limit is equal to the amount -of the General c. Persons or organizations making claims or Aggregate Limit shown in the Declarations. bringing 'suits ". IFG-G-0065 1003 includes copyright material, with permission, Page 1 of 2 0 Insurance Services Office, Inc., 1996 3. Any payments made under COVERAGE A for 2. Such payments shall not reduce any damages or under COVERAGE C for medical Designated Construction Project General expenses shall reduce the Designated Aggregate Limit. Construction Project General Aggregate Limit C. The most we will pay as damages caused b for that designated construction project. Such 'occurrences" for all Construction Pro s whether designated or not is the General payments shall not reduce the General jec Aggregate Limit shown In the Declaratlans nor shall they reduce any other Designated C For All Con Projects e Construction Project General Aggregate Limit Combined ned Limit shown in the Schedule dule above. for any other designated construction project D. When coverage for liability arising out of the shown in the Schedule above. "products- completed operations hazard" Is 4. The limits shown in the Declarations for Each provided, any payments for damages because of Occurrence, Fire Damage and Medical bodily injury" or "property damage" included in Expense continue to apply. However, instead the "products - completed operations hazard" will o[ being subject to the General Aggregate reduce the Products-Completed Operations Limit shown j n the Declarations, such legate Aggregate Limit, and not reduce the General will be subject to the applicable Designated Aggregate General Aggregate g Designated Construction Project General Aggregate Limit. Project egatt e Liit. Prrooject to General Construction Limit. E. if the applicable designated construction project B. For all sums which the insured becomes legally has been abandoned, delayed, or abandoned obligated to pay as damages caused by 'occurrences under COVERAGE A (SECTION and then- restarted, or if the authorized 1), and for all medical expenses caused by contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project accidents under COVERAGE C (SECTION l which cannot be attributed only to ongoing will still be deemed to be the same construction operations at a single designated construction protect_ project shown in the Schedule above: F. The provisions of Limits 01 Insurance (SECTION 1. Any payments made under COVERAGE A for 11 h not otherwise modified by this endorsement damages or under COVERAGE C for medical shall continue to apply as stipulated. expenses shall reduce the amount available under the General Aggregate Limit or the Products - Completed Operations Aggregate Limit, whichever is applicable; and ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED. IFG- G-0065 1003 Includes copyright material, with permission, Page 2 of 2 ❑ Insurance Services Office, Inc., 1996 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 Page 1 of 3 Desgrosellier, Bob From: Krautwurm, Deb [ Deb_Krautwurm ©wellsfargois.com] Sent: Thursday, July 24, 2008 10:09 AM To: Desgrosellier, Bob; Pearson, Joel 9 Subject: RE: Insurance checklist review for, Skatepark Project - City of Yakima Hi Bob: Joel is out. in looking at the amended certificate you attached, the "endeavor to" wording has still not been eliminated, but as Joel stated in his email. of 7111108, he had no problem with that wording staying as printed on the certificate. ir deb Deb Krautwurm Senior Vice President Wells Fargo Insurance Services NW, Inc. P 0 Box 2547 Yakima, WA 98907 509.853.4210 800.572.9170 fax 509.248 9007 deb_krautwurni weilsfargois.com This message is intended for the addressee. Please notify the sender by e -mail if you are not the intended recipient. If you are not the intended recipient, you may not copy, disclose, or distribute this message or its contents to any other person and any such actions may be unlawful. Wells Fargo Insurance Services reserves the right to monitor and review the content of all messages sent to or received from this e -mail address. From: Desgrosellier, Bob [ mailto :bdesgros @ci.yakima.wa.us] Sent: Wednesday, July 23, 2008 2:57 PM To: Pearson, Joel Cc: Krautwurm, Deb Subject: RE: Insurance checklist review for Skatepark Project - City of Yakima Joel, an amended insurance cert finally landed on my desk although it was sent a week ago. Please review and let me know the acceptability. Thank you, Bob From: Pearson, Joel [ mailto :Joel_Pearson @wellsfargois.com] Sent: Friday, July 11, 2008 9:47 AM To: Desgrosellier, Bob; Krautwurm, Deb Cc: Sheffield, Brett; Floyd, Bruce Subject: RE: Insurance checklist review for Skatepark Project - City of Yakima They met most of the requirements The only item remaining is that the "endeavor to" wording in the cancellation clause is not crossed out. Some insurance companies will not allow them to do that, so I feel it is OK to let that go and accept what they gave us From: Desgrosellier, Bob [mailto :bdesgros @ci.yakima.wa.us] Sent: Friday, July 11, 2008 9:28 AM To: Pearson, Joel; Krautwurm, Deb 7/24/2008 Page 2 of 3 Cc: Sheffield, Brett; Floyd, Bruce Subject: RE: Insurance checklist review for Skatepark Project - City of Yakima Joel, (& Deb) attached is the updated certificate Please review the acceptability of the certificate and let me know your prognosis. (Your #5 regarding design work is not relevant; This project is construction only in a city park, not in city right -of- way) Thank you, Bob From: Pearson, Joel [mailto:Joel_Pearson @wellsfargois.com] Sent: Monday, July 07, 2008 10:27 AM To: Desgrosellier, Bob; Krautwurm, Deb Cc: Sheffield, Brett; Floyd, Bruce Subject: RE: Insurance checklist review for Skatepark Project - City of Yakima Bob, The certificate did not meet the requirements in the contract in the following areas. 1. The certificate shows 30 days notice of cancellation, but the contract requires 45 days. 2. The cancellation clause is not modified with the "endeavor to" wording crossed out. 3. The Automobile Liability does not include "Any Auto" as required 4. A $1,000,000 umbrella is not shown as required. 5. Also, if design work is involved, E &O coverage should be included. The sample certificate included with the contract documents did not match the wording in the contract with respect to the cancellation period and umbrella requirement. Aid <leanaafa Senior Vice President Wells Fargo Insurance Services 1430 N. 16th Ave. Yakima, WA 98902 Phone. 509 -853 -4211 Fax: 509- 248 -9007 joel Pearson ©wellsfargois com This message is intended only for the addressee. Please notify the sender by email if you are not the intended recipient. If you are not the intended recipient, you may not copy, disclose, or distribute this message or its contents to any other person and any such actions may be unlawful. Wells Fargo Insurance Services reserves the right to monitor and review the content of all messages sent to or received from this email address. From: Desgrosellier, Bob [ mailto :bdesgros @ci.yakima.wa.us] Sent: Thursday, July 03, 2008 11:30 AM To: Pearson, Joel; Krautwurm, Deb Cc: Sheffield, Brett; Floyd, Bruce Subject: Insurance checklist review for Skatepark Project - City of Yakima Joel and /or Deb, Attached is the Certificate of Insurance information sent in by Grindline SkateParks, Inc. for the above referenced project. The specifications that were published with the bid govern the project and are attached. The certificate of insurance and subsequent sheets sent in by Grindline are in the attached pdf. 7/24/2008 Page 3 of 3 The project bid amount is at $325,000. The work is occurs completely on Parks property, (Kiwanis Park) near the intersection of Fair and Maple Streets. The work is to remove the grass area and make concrete slabs with concrete skating features. Please review the certificate at your earliest convenience as the contractor would like to begin work next Tuesday, July 8 I would appreciate it if your response could be sent to me ASAP. Responding via email would be the most efficient. It does look like there might be deficiencies; does working outside of road right -of -way make a difference? If you have any questions, please do not hesitate to call me on my cell phone: 728 - 3455. (office phone: 575 -6228, but I will likely be in the field this afternoon. Thank you, Bob Robert J. Desgroseilier Senior Engineer City of Yakima 129 North 2 Street Yakima, WA 98901 <htt pi// www.ci.yakima.wa. usii'> Voice. 509-575-6228 Fax: 509-576-6314 Email: bdesgros@ci.yakirna.wa.us 7/24/2008 PREVAILING WAGE RATES Department of Labor and Industries Statement Prevailing Wage Rates for Yakima County (with Supplemental Wage Rates & Benefit Key Code) 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 1N 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 YAKIMA COUNTY Effective 03 -02 -08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE JOURNEY LEVEL $4613 1E 5A ELECTRICIANS - MOTOR SHOP CRAF T JMHN $15 37 2A SC 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 LiN t < uN $51.64 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 REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9 73 1 GROUT TRUCK OPERATOR $11 48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $8 07 1 TV TRUCK OPERATOR $10.53 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 $3410 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 $1411 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 10 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $42.14 IT 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 IT 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 IT 5D 8L BUMP CUTTER $44.92 IT 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 YAKIMA 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 IT 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $45.41 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $45 96 1T 50 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 $44.92 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 1T 5D 8L DRILLING MACHINE $44 92 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $42.14 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $44.50 1T 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 1T 5D 8L GRADE ENGINEER $44.50 1T 5D 8L GRADECHECKER AND STAKEMAN $42.14 1T 5D 8L GUARDRAIL PUNCH $44 92 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $44.50 1T 5D 8L HORIZONTAL/DIRECTIONAL DRILL LOCATOR $44.50 1T 50 8L HORIZONTAL/DIRECTIONAL 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 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $44.92 IT 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 IT 5D 8L OPERATOR 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 PLANT $42.14 1T 5D 8L 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 IT 5D 8L SCREED MAN $44.92 1T 5D 8L SHOTCRETE GUNITE $42.14 IT 5D 8L SLIPFORM PAVERS $45 41 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $44.92 1T 5D 8L SUBGRADE TRIMMER $44.92 IT 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 LEVEL $15.56 9 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 IRRITABLE BITUMINOUS MATERIALS $33 18 2F 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 $2311 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] $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 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" column should be considered to be non-standard and therefore e 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 Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans j X 2. Metal circular frames (rings) and covers, circular grates, and prefabricated !ariders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. X See Std. Plans I_ 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. X 5 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. E X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. I X 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in X 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. X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail 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 sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 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 1 i 1 42 Precast flrnn Inlet Vino 1 and 2 with rn grate supports. �v. i ��..vuv• v iv N Inlet Type � and � with I i grate vu NN v�w. See Std. Plans. j X j 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans I X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans I 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 prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. i 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 ay also be used as Temporary Con crete Barrier. Only new state approved barrier may be used as X permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Earth 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. I X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. i 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials X to be used Supplemental to Wage Rates 4 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure 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 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. 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 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 r 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. See Std. Spec. Section 6- 02.3(25)A 33. Monument Case and Cover I 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 chaII ha naivani7 ri after f in arrnrrianrA %A,ith X AASHTO -M -1 . ... . �., .. .,u ....... � .,.,., . u.� ...... 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for ! j annrnvai are rant iireri nrinr to fahrientinn 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 AASHTO -M -111. I ` 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to i X fabrication 38. Light Standard - Prestressed - Spun, prestressed, hollow concrete poles. X � r i 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 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. See pecial Provisions for pre - approved drawings 41 _ Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. ! 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 Std Custom Message Signing — — Message 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 i 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 56. Epoxy X sit . Cribbng 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 $813 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 $24A6 1B 6V WELDER $24A6 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 FITTERNVELDER $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) C lassifiratinn Cnde Prevailing Overtime Holiday Wage Code Code Counties Covered THURSTON FITTER $24.88 1A 6T LABORER $16.61 1A 6T MACHINE OPERATOR $26 95 1A 6T PAINTER $19 72 1A 6T WELDER $22.81 1A 6T Counties Covered WHATCOM FITTER/WELDER $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 Gni,inm �Aorh �a..us!I! s._e. es�e�s �vee. #I!sae!Ivy • 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: Jim P. Christensen Acting Industrial Statistician IRIFC:T• Matariais Rimnliarc - WAr. 7QF- 177 -n 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 . J am.- activity t L. ur1 P•�r\ / Alt IAIf' l /A Arl REQUIRED FOR" a pdIkI UIdI dLLIVRy uiiUei i7 le IIedUuILy r'r Vf-\ L YVY.. l AR c f:CL,loir r L' rL:rS 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 �� 51'.lTp c 13; x u�, 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 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. 1 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 C1- IRISTMAS 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 WI IEN FOUR TEN (10) I IOUR SI IIF T S ARE ESTABLISHED, OR FORTY (40) IIOURS 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 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. ✓ 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. ALT 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 SFIALL 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 (1 I). 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 YEARS 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 ( 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, L ABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING 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). ✓ 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, CHRI.STM_A_S 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). 7. 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, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). 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 (11). 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). ✓ 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 $1 00, LEVELS C & D $0.50 N. WORKERS ON I- IAZMAT 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 1 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 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 Materially and Responsiveness 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 Eastside Skatepark at Kiwanis Park Fair Avenue and Maple Street City Project No. 2023 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 1 City of Yakima Eastside Skatepark at Kiwanis Park Fair Avenue and Maple Street City Project No. 2 023 PREFER ENCE 1: BASE BID + ALTERNATE Al _ __, PAYMENT I` NO, 1 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT l T SECTION QTY UNIT DOLLARS DOLLARS SPCC PLAN 1 1 LS 4'LC 0J - 6 Z_.6 _ 1-0 II - I 2 1-09.7 7ATiON _ . 1 - L.S I ' r i & -L <6, V I (l, Li r' 3 REPAIR OR REPLACEMENT 1 FA $25,000 $25,000 8 -30.5 i 4 EASTSIDE SKATEPARK, BASE BID 1 8 - 31.5 LS 69 L L, �-(-+ EASTSIDE SKATEPARK, ALTERNATE Al 5 I 1 LS 11,4'513S ` ( 1i ; 2r3 I 1 ii ___ �.___ SUBTOTAL: 1 - z c�� � - 07- 0 -. 1 SALES TAX (8.2 %); 11) I e:01 ' ' 1 - BASE BID TOTAL: 1V 4 . ` I I PREFERENCE 2: BASE BID ONLY ITEM PROPOSAL ITEM NO. PAYMENTS UNIT PR SECTION QTY UNIT DOLLARS , DOLLARS _ ._..._ .' �l�+ — 1 LS AP LAD Z. cO 0 1 -07.15 1 SPCC PLAN — _ J 2 MOBILIZATION 1 -097 1 LS ,1, Z/ 3V I 12., 3r 'Sq _s._ 3 REPAIR OR REPLACEMENT ^ 1 FA $25,000 025,000 8 -30.5 —_ / EASTSIDE SKATEPARK, BASE BID 1 LS f 1/2-6 0 /9 1 (U e a 4 18 -31 SUBTOTAL: .;(J, 36 j ' ° I SALES TAX (8.2 %): ._.._� - BASE BID TOTAL: if 7 ZU- i�� • d ( 1 1 1 79 PROPOSAL SHEET 2 (to be submitted with bid proposal) City of Yakima ,-.d. Eastside Skatepark at Kiwanis Park Fair Avenue and Maple Street City Project No. 2023 -,''.:,•-f, PREQUALIFICATIONS SKATEPARKS CONSTRUCTED LAST THREE YEARS Project Name Contact Name Contact Phone 1 . Fiv-i pf ( , FAcK c:3ficitze rApr Arzy-guez 3 (.-.) - - ; , -n -69;7 2. 7 1 , 1 6 4 4.-- t rt cieLATEP401 I'l ft...F. ‹,..oririaa 1 2-,Y - 6 / Do , - 1 3. ':; 5* nTkri\r,r :Et: r a--- 2.0':e; -977 -- , _ ..../ 1111 * 14, 'Ike --:, )11 .," -14 . . 10 li - :'4 - '.h.-. i - , 47= 81 BID BOND FORM Herewith find jeposiljn the form of a certified check. cashiers check, cash, or bid bond in the amount of $ Alp ` c j o g 9, S which amount is not less than five percent of the total bid Sign Here - BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, .Grindline Skateparks, Inc. as principal, and ,Contractors Bonding Insurance Co. , as Surety. are held and firmly bound unto the - City of Yakima, as Obligee, in the penal sum of 5% of the amount bid 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 shalt make any- award to the -Princ pal - for_,.,oastsjde..Skatepark . according to the terms of the proposal or bid matte by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said 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 1.5th DAY OF Ma 20 08 - Gr n4 r ne a epar s, nc. Principal Received return of deposit in the sum of $ Con rectors Bond ng_an.iInsurance Company Alfir ey . Stewart Attorney In Fact 83 - - _ - P O •O 0 0 .. 0 0 - e °o ° o - o 0 00 - 'a o ° e 0°000 °°o°° it r ' '' . 9 Oe' `- - _ a J oe - Oa �( - .*:.•,:. 400 - 040 Oe _ Oe r_ -- O O ... "OP O OO ° ° N _ -' e 0 °O °OO - ~- - ~ 0 0 0 0 I '� 1 O00 r " 0400 O p OOp .... 0 000. . ^•`��o OOp ~ ..� OOPOp �... O eo p �, 0 ".... � O PPO !!" ` .4%.,, �.. � „ O OOa 0 0 ° °°° . O°4 °4°e°O i f..: e ° ^ o0 °o °O°°N=* Op 00°O O ° E►p ° O ° O ° 4 1 , p 1'p o °o °a° ° ° ° 0 ° �r' p OOg900gp4 ° �wge00° O pa,, pal .q OpOpp p9 �weC p og00e ° P0000 p Ip �p 0 O �o0 0 0 0 e 0 p O 0eoy � t oq-°��0 t, d0 °09 °��B °O °ap � 0 °CO °0 °0 ° °0 °P° � O °0 °00 ° 0 °0 ° ° °° a °tr °00 °4 °4Q0 ° °a s�A° °00 °0 °4 °e° ° 4w'�'wa ° ° ° °e °b °0 °0 °p°°pso 00 ° °0 °0 °0 °0� pe.ra °0 °4 ° 0 °0 °0 °p° tl� °0 ° ° °0 °4 °0 °p° bY�°ilq ° ° °0 °0 °4 °0 ° owq °00 °0 °o °4 °e ° 0�0 ° ° ° ° ° ° � ° ° °0 °4 °0 °0 °0 °00° �0 °00°0 °0 °0 °0 °P ° °moo a0°° p4° e 000 ° °p0 °0 °84 °Q°Oga>,00°0°01 ° °0 °p r'a ° °° 06004 °d° ° p' w ° g 4q°°°4o p0 °4 °O aa ° °o °400 gd4 °pp�a 60 ° c o q ° °OA O g 00 ° °pa�A ° °Od °° p ° ° 40 0 40 °p O°°°°° 0° OO° e °nia ° ° ° ° °q °4°0°OQPP °o�A °gpo°O s '.' , - ° ° °°° ,° ° ao° i° 9 9 ° g °q °as °' °o�°i°i °9PO ° 9 ° °9 ° va °' 04 °? ° 9 ° 9 ° 9° iftt°'° oe4 ° 9 t P o o'°'°. o4°i° 9 9 ° i ° i ° o ° o °' ° os°qf ° ° 4 0 9 ° 9 ° ttft °' $ i° 9 9 999 ° p oo ° °'1° 0 9 9 4 9 ^ot? ° 9°oo ^' °i$y ° i q 9999 °0o °' °ov ° 1°9 ° vv °' °ot9 °' °oo ° 999999 ° 0 ° 0 °'° °°° 1 1, 4 0p6P p .00900 !, t 1 .. 0eepoo4o°°•'a . BONDS oo °o a0g0 0 ' 0 °pede °°c e M ° oe ° 4 0 pN 4 ..�Ld A ;0 00 000 :l!t I ° ° s -o ° o0P°° ' , o ° -0PO °o° o� .z-NS(B 4° °0 °q OPOP4°o:*: (}7,g7' y+ ofAttorney (��+y'�® e0p o440000 't, °00 °o q- Power o Attol ney p °p �, Op f � ° 00e'° Not Valid for Bonds li: , O° ' , 10, Executed On or After: APRIL 30TH Or 4 - I i , P°oo4. . , 2009 Number: 150983 ;vo ° 'ii p ppOp°po ao e q�° oyoo Q - WISE . 4000edad 0 ° -.o pone°pO ''.43*---- ' oo ° • , „ f • - pp°°° , . ,f Da - ' , ..,, �fy a 1, r um �y } }} �.�>q {e j x 9 c,� 4 y��i a7 �y^ t wx�yz xr7�, > �1 �' ;i' Near ° ".;,o, 4 se.+dZ Only ►litth f the bond specified f rein .: v' °ao y �� � '�t 1 ° °° ° oaoa ... �� ' r, ..'w. SZ,:: ,. 4-r<; T. ;r- �,.,_: ,<: a .3r ,:.sww.....K” ...,.. �... ��; ?.a � .,' .? 3�v��. `ao°4 °o° ° °° ri, o P;°g4; ° Only an unalter original of this Power of Attorney document is valid. A valid original of this document is printed on gray P°4 °°°d o OOaeP4° oeooe 0 0 0 0 0 0 0 0 0 0 0 '' o� ° - security paper with black and red ink and bears. the seal. of Contractors Bonding and Insurance Company (the "Company "). ao oeoeeo4° ti 4 ° ° °II The original document contains a watermark with the letters " " cbic embedded in the paper rather than printed upon it. The o ' °;° ``' ��� 441 1,401:1e- 1 (Ott watermark appears in the blank space beneath the words "Limited Power of Attorney" at the top of the document and Dawn°°, '', o ° 0040040 i, visible when the document is held to the light. This document is valid solely in connection with the execution and delivery o ifs . -0 Op4 "o °pope P4 pp 0 00 0 00 „r 0004 °b b the bond bearing the number indicated below, and provided also that the bond is of the type indicated below This document g epopQP „ i pie ' is valid only if the bond is executed on or before the date indicated above. ° O ? - :') P ° °� o ° 000•• �r o- ° °o° o °0 4e ° 0 g p 0 P 4 o 0 o o °° o od° o 0 00 oo 0 0040 6 tI � po 4 4 ° g 4 KNOW ALL MEN BY THESE PRESENTS, that the Company does Hereby make, constitute ,>opp6 tl 1/ 4 R O and appoint the following: JEFFREY L. STEWART, MONICA M. MCCANN, LYNETTE C. :i,'li� ° a!ai1 ,; t ti ,, '! ' i' op GRANDY, FRANK MCALLISTER and KARLA JAGLA -REITZ its true and lawful Attorney (s) - a ° i ;, d°o °oe in-Fact, with full power and authority hereby conferred in its name, place and ° 0 Ope ° 4 dp d4aoo p, -o 00000 '',Igoe....-- - - oyov0004 f o stead, to execute, acknowledge and deliver on behalf of the Company: (1) any -0oo4 °4pegQ , ∎, E ° °a o and all bonds and undertakings of suretyship shi ur ose, rovided' 4 n ^ �l� y p. given for any p p r 4,10 I , , ,'1.' Pp ip00e- - however, that no such person shall be authorized to execute and deliver any <oo °°pap00�°o- .EPe q0 o e4ee% bond or undertaking that shall obligate the Company for any portion of the oe ep °p °g . 4 pe - P °°°°4°63 penal sum thereof in excess of $10, 000, 000, and provided, further, that oa , fi 44 °4p o- . no : � ' p p ° ° ° 1 � , ° Attorney-in-Fact shale. have the authority to issue a bid. or proposal on bd f �°�� � ,,, � i°a torne - eiio ° an project where, if a contract is awarded, any bond or undertaking would be 1, 4° ' ‘‘ari releases A O44 4 / pe ° o ° Qo° req'uired with penal sum in excess of $i0, 00 000; and (z } consents, �000 O 4;4o °p Ce ° ° ° 0 ° - ° ° ° °o °4P 0°04- :14-- and other similar documents required an obligee under a contract bonded. by 6 a ° °pd Y a ' , t 4 00000 - w 940 1: , ;; t �'�� p the Company. This appointment is made under the authority of the Board of °��' B �t' ° 0o 0 vo°o° Directors of the Company. :� °oo °p ee iii, Q °p ilit 0 0 °0 °e °4 °o °e° 3 o ° ° 4 00 0°0004400 MOW - - s.° °40POP0 p OOO0 0 000R � - - - - o o° ° e 6d �a . 1f Ali b NA 1, '' Ate= Ll Q 1. 4h -PPO°Q .c. °P = PaPO ° °pa o - - �y°oo0o04a0 p - -v0 004 00 4 ,„ O Oe■■■pO� d6o9 00 aoa°' a - - - - . - - - .. O6 np q 4pe 11 � , P CERTIFICATE —040 , 4°0°4, o' : °O O°°o0 . v °g 1, the undersigned secretary of Contractors Bonding and Insurance Company, a Washington b�g 44oe °P `ill Ol ` corporation, DO HEREBY CERTIFY that. this. Power of Attorney remains i full force and effect. and eo, : 1 ' 1 0 P P. 4 4:: •has not been revoked, and, futhermore, that the resolutions of the Board of Directors set forth on the �'° i`' P00 °0°O, °°°_ ° ° ° °0 °0 °4 °4 040 a n °4'� reverse are now in full force and effect. . e 0000°6 °d° 90°°°4:4, a 00 ° 0 4 ° 0 I p; ° O O a 8 4 a� ope ° ° p 0 p°e° 1 `\ "'' o °p °° Bond Number Bid. 1;tki 04 '4 O0o0ve°a°G �. v4 '' i f 'it a da°°°o- : ;•` , q c , <,. May _ i «— rr».�.nw.,r_. , ad ° 6 ' ` ill , � " <" Signed and. sealed this day of ,{„, a jilt ao '$ �� n '.� 5 t � .da Q� 1'1Gt:� �° P °° pa pa ._ ; °;, .,. � s S 4`,;-:t4,;-,-=" a a40o0 °O ,,, , O O Q O Q d : ins i ` > � s a.. � , . 4 .�"'� ,k � ,p r �.` , ,, .... m oe4a4 040 a _ 2x? ''- '»k"� (v 2 .. �M °0 40 0 o 0 o 4o ;� =� @�'°�'. 5� ' GZg'v^; ..^�°., ^ >.�,.;� � r ". 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Th, licH 1) 1 a , : ,1i 1)1 caihei , )n 1,, ) k t 0 t tit , 11 , it) i■P 11') 0011 , p0 , , hl !1; / 1 -1011(1 `, 1(110 111 V or Linn f,)11,ii.tijo 1 i t ) i ) / , l, ) c , 1 1 1 1 1 , i t ' l l i t Irk 1 . : T s o l i i ) 1 1 \ ( Loo-nlo l pdt', 91u, %. , n ;1+1 `; i) ;Id ktillf th. ahtitt)ri7(;(1captIt thoh- It1011 !!1)i 11 11101 cft 111(' [1r.i11111111 1i'41:,:!!!' 11001)1 iftrid I] frk„ kitii ,, • OA' 41 ' 1 1/ 1, ' , ( 0011 '0111111,, irtik /1-", 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 I - 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. 85 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." 87 )111 SUBCONTRACTOR LIST 4 ' Prepared in compliance with RCW 39.30.060 as amended . (To be submitted with the Bid Proposal) x f Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air :�z 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 : 1`_.. below. The work to be performed is to be listed below the subcontractor(s) name. f 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 y: Item Numbers r ` Subcontractor Name � ? „r - Item Numbers o;"± Subcontractor Name N f -'re-"7 Item Numbers }5j_ Subcontractor Name Item Numbers --t`t. , Subcontractor Name ,- , - F Item Numbers Bid Items to be performed by the Prime Contractor: {. ( PLC-- "lttr. /3 , / 4 { 1 = 7 :Afi ' _ �h5. - 4 A: 6' 4 --) Prime Contractor Name t--t p - 1 NoLi)°-t .Av ,6,p_e , tr° i . .., Item Numbers .---/ 2 -2 / �y 1 t - ( r .; T ; z.,y -. 89 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. 91 RESOLUTION NO. 0-4816 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. 1� • ADOPTED BY THE CITY COUNCIL this • Uti day of , 1983. 0 0AJ.P.A,u,0 1 6ALY Msyor ATTEST: J ,4L City Clerk 93 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. 95 g The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas h The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications; selection requirements, tests, etc. ;. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on- the -job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women cii w occn aunA i vppvi Lug IILIGO. m The contractor shall make sure that seniority practices, job classifications, etc , do not have a discriminatory effect. n The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. q. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. 96 BIDDERS CERTIFICATION award of a contract under this invitation for bids unless such bidder A bidder sr will not a apartof ° ts bid the following certification, which will be deemed a part of the has submitted asap resulting contract: 61eirtv,)(Artt: -1446,1"--pAp.KS ‘ rt (1, , certifies that: (BIDDER) flowing listed construction trades in the work under the contract � • R intends to use the following 4 1 ��� � � �� 0 p_ ry�-�_ ,, fir {, i_ r i ...1 -t-E d� —tom`t t . i- $ ` �A and; . Conditions to comply with these Bid required by these Bid goals and the specific workforce utilization g C to those trades for which it is req (both federal and non-federal) d the Conditions, it adopts the minimum minority and women ecic affirmative action steps for all construction work p shin ton area subject to these Bid Conditions, those trades being - Yakima, Wa g 1`0 Igor t-'"of,'1` ., r - and; or administering und this contract the Subcontractor ministering obtain from each of its subcontractors and submit to the contracting a it will ob su b- contract agency prior to the award of any required by these Bid Conditions. s (Signature of Authorized Representative of Bidder) 97 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 99 therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations 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. Requests 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 shall be forwarded through shall ue �u�waiu�u tfl(UUgiland 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 shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance 100 PROPOSAL Eastside Skatepark at Kiwanis Park Fair Avenue and Maple Street City Project No. 2023 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: 0 CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK 0 DOLLARS `CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND El IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) r/ , & SIGNATURE OF AUTHORIZED OFFICIAL(s) 1° Ilij S o v os e � i i r_-i,;- Psi- -• �i 6�-% 1 - y re FIRM NAME Lai 1 r1 2 lt P4 6 it c (ADRESS) E t( (i d 1 = 9-1" (o0 (0-- 5E tri-rt,.., wil, 9 kV, PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER � I 1 181 (:-s FEDERAL ID No. 1 d 1 -' 1'3 10 V 4 i 1( 1.51`2_1-7 1 WA STATE EMPLOYMENT SECURITY REFERENCE NO. i"7 11( 0 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. r (3) Should it be necessary to modify this proposal either in writing or by electronic 'z means, please make reference to the following proposal number in your R. communication c m n cn 101 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 Listed three skatepark projects constructed in the last three years with contact information of the agencies for whom the park was constructed on Proposal Sheet 2 and submitted with bid proposal 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. 103 PLANS & DETAILS Project Details Standard Mans Traffic Control Plan (Informational Copy) Construction Plans 6' ■ %i �� � e --• DRAIN ROCK %a vi N` GEOTEXTILE FABRIC •< .4„:101, T � .44.1-0- ice, v , .......„ taw. 12" PERFORATED PIPE 4' D3 TYPICAL SECTION AT DRAIN TRENCH NTS City of Yakima — Engineering Division TRENCH DR.fk +>■) To ZS k S - C te°r 'Ire \...€.1`)G4 APPROVED: 9 15 99 CITY OF YAKIMA - STANDARD DETAIL SECTION AT DRAIN TRENCH D3 ia.- r GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL ALL IMPROVEMENTS IN �� ACCORDANCE WITH THE CITY OF YAKIMA BUILDING CODES AND THE 2003 IBC. V 2. CONTRACTOR SHALL READ THESE PLANS AND NOTES 4 ENTIRELY AND BRING ANY DISCREPANCIES TO ...4 GRINDLINE SKATEPARKS INC. IMMEDIATELY. 3. CONTRACTOR SHALL VISIT THE SITE AND VERIFY �y EXISTING CONDITIONS BEFORE SUBMITTAL OF A CONSTRUCTION BID. 4. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES, SEWERS, WATER LINES, ETC. CALL a 04 S. BEFORE YOU DIG 1- 800 - 424 -5555. w W "" co 5. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE ¢ d Q " COMPLETED WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC. � � I x W o 6. IF ANY UTILITIES OF FACILITIES CONFLICT WITH THE w 4 E. s7 • 45 PROPOSED IMPROV ALL WORK SHALL STOP y w W ea IMMEDIATELY AND THE UTILITY COMPANY SHALL BE NOTIFIED. . . ---. , Z d+ c 7. IT SHALL BE THE RESPONSIBILITY OF THE , H CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WITHIN /; a THE AREA OF PROPOSED IMPROVEMENTS, AND IN THE -. w EVENT OF DAMAGE, HE SHALL BEAR THE TOTAL COST a t 1` OF REPAIR OR REPLACEMENT. �.- , x -.- -3�, -,,-,,-,-4:.„-r‘,. r. 8. THE CONTRACTOR WILL PROVIDE ALL LABOR,f� fr MATERIALS, TRANSPORTATION, AND SERVICES R s" SP1.0 COVER SHEET NECESSARY TO FURNISH AND INSTALL ALL : 7 ° �° f SP1.1 SURVEY / EXISTING CONDITIONS CONSTRUCTION ELEMENTS AS SHOWN IN THESE PLANS A AND NOTES. - # = SP1.2 SITE PLAN 9. THE CONTRACTOR SHALL HELP COORDINATE, FOR t�� SP1 .3 MATERIALS KEY BASE -BID ALL PERMITS, FEES, AND AGENCY INSPECTIONS AS REQUIRED. �, SP1.4 MATERIALS KEY ADD ALT. 10. ALL WORK SHALL BE GUARANTEED BY THE �' SP1.5 VERTICAL CONTROLS BASE BID CONTRACTOR AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF SP1.B V CONTROLS ADD ALT. THE FINAL ACCEPTANCE OF THE PROJECT. THE SP1.7 LA BASE BID CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE 3 . `' SP 1.8 LAYOUT ADD ALT. ON HIS LETTERHEAD AT THE TIME OF FINAL INSPECTION. -, 11 ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR = SP1 .9 CO NCRETE JOINTS BASE BID n EDGE OF PAVING, UNLESS NOTED OTHERWISE ON £ SP 1.10 CO NCRETE JOINTS ADD ALT. I? PLANS. THE DIMENSIONS ARE SHOWN FOR `t.. _�� SP1.11 SECTIONS KEY BASE BID z APPROXIMATE LINE, AND ALL RADII, CURVES, AND _., � .. , . SURFACES ARE TO HAVE EXTREMELY SMOOTH x - " a F J u TRANSITIONS WITH ABSOLUTELY NO ABRUPT CHANGES SP2 12 SECTIONS . KEY ADD ALT o OR BENDS. E, � 14- - SP2 SECTIONS - 12. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE � - - REVIEWED BY AN INSPECTOR PRIOR TO POURING. u a w ¢ SP3.1 DETAILS Q < NOTIFICATION WILL BE GIVEN WITH AT LEAST 48 HOURS r l - SP3 DETAILS d ., NOTICE. • - 6 5T 13. FOR SITE GRADING, SEE RELATIVE VERTICAL :� ; � z x " , ' � ic- -- I- Y • CONTROLS AND SITE PLAN PROVIDED. - ;�, -- ▪ ` `* ' Q Q c 14. THE DRAWINGS AND SPECIFICATIONS REPRESENT x - - '"*--&-"'=-:--'-' • - _ CO >- THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY - • { SUPPORTS, SHORING, ETC. ARE THE SOLE .a„ LU CC e RESPONSIBILITY OF THE CONTRACTOR. SITE ' " - , - o_ a INSPECTIONS DO NOT INCLUDE THE INSPECTION OF s z CO t!) y CONSTRUCTION METHODS AND SAFETY CONDITIONS AT - t 1 j Z THE WORK SITE. THESE VISITS SHALL NOT BE " - � • r ., _ w < < o CONSTRUED AS CONTINUOUS AND DETAILED = W Y o INSPECTIONS. 15. DESIGN MATERIALS, EQUIPMENT, AND PRODUCTS E- w � w 0 OTHER THAN THOSE DESCRIBED OR INDICATED ON THE U 0 _ DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED > - Q 0 PRIOR APPROVAL IS OBTAINED FROM THE OWNER, 0 a. O GRINDLINE SKATEPARKS INC. AND THE APPLICABLE U a. -i - GOVERNINGCODE AUTHORITY q /� � I�^ ®/-��IS PARK - 16. OWNER SHALL PROVIDE INITIAL STAKING OF PARK SHEET LOCATION: p E CORNERS ONE TIME AT OWNERS EXPENSE. V I- CONTRA TOR SHALL PROVIDE ANY OTHER NECESSARY FAIR AVE. MAPLE ST . "® ® g YAKI MA, WA, 98901 DATE: 04.10.08 F CRAWN BY: J RK CHECKED BY: MBF . p o go �� � � \ 039 \\ \ - -- �, \ 1 �X\ • t \1ta�. x g \\ - x- x- x- x- x- x -x_x_ . - 1 g LIMITS OF WORK ��� -��� \ `�� - \ 0 - 4 CONCRETE 11 DRIVEWAY ® ® ®� � . ∎' \ %" DRIVEWAY II ® � ® ,; . . ∎ \ \ \ CB CD F HIIIM c \ \ N_____ .---- --- \ ()4\ ."'.- ------------,\,,,,\ 7 \ . ‘ E Pk cip 3 e won ' �` la G RAVEL � �^ - -N \ \\ --\'3.5---- - 1 0 3 ►�a i I M on r \ I WORK i�� \ z LIMTS OF WO \� - \ � ��� __ — - - - - 1 1 1 ! INC INERATOR \ , - 103 \ \ ,.` 14 \ �o� i \ BUILDING \\•, \ \ �� �`v ` ►� t< jN' : NCH � 1 ` , ® ' ' I, / ' j VOLLEYBA L LIGHT \ �\ . �� \ \ CONCRETE 1 ® /�� j / ® ®® ; �` \\ . `\� \ , 0 3 DRIVEWAY 1 e _ - ®® ®® �' � „UP 'o� 3��. w @ \ � � \ \ , �'� or s ii - \ o 1 LIMITS OF WORK ® �� 1 ) IV -, CONC `` � ® l �` \ \ 0c 9 �� WM \ \ ) y B 1 iGH l �[ SWINGS Q , 10h 1' 0 'o \ \ \ W! 'N\\ "C 1- i ; _-, 1 01 a- / % LI. HT \I \ \ I N I 1 �® ' ,, - ` ',I BUILDING ` � l w �- 3 g. 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' - io41.s' _ H AWN K i3 D R BY: JR 1044.22 TL - .- -, _.. , • CHECKEDBY' MBF —,,,, r.,, - - -- : - , -- ./) , O NCRETE c:0:1.:-._,„00.,,,, �I EOC EDGE OF C REF LEGEND REFERENCE LINE AL N ALIGN __:_:, - _ RP RADIUS POINT ` _ a1W �:1: • • Q ►sl F 's, 11? :__ _____ _ _ R6' -0° LL ►�I p - _ 2 ' -6' . 33' -1" 22' -9' t 6 4 4'-9" 4' -0 - REF. _. _ - - _ .- -- - 1\1\ - --:\-- . : 11,3' D 14'•4' _ , 6" \,___'_\ _ i 1 iiii 7s° , Ili /17190 \ \ - - 0'-6" NP 4 0' 3 - 0 . _ _ �I :: 4,0"/ 1 ,' 1 9 - - -- ' , E CG. 6' -4" 11 ' 90 ° A i' -6' 11 RE -� 75 =0` -- O P. 1-6: -- /� 13,0" Q - 1' 0" 0 9" �� I PP X711 R 7, 0 " U 9. _ . 69 � 150' , . G 15' -0" i -6• 7' -0 60° 6-0 30° 5' -11' � � � HUJ �4 a r -o° .o�� _ Q 01- } _. Iltt V.OR -0' , 7-0 � 17'-5" l' 5 ,.1 "4 R 7 ' -0 " - - r/� _ _ _ v, _ w a 60° F pCR 2,0'30. 9 '- 2 . 0" 0 0 �" R10'-0" A 30° 60° - m L/) .3 CO W -- _ m 2 W O Z - O U • - - -- - - - - 0 .4 J CL _1 - - SHEET _ E - SP1.7 _ __ D 5 10 zD DATE. 04.10.08 r SCALE: 1 " =10' NORTH DRAWN BY: J9K CHECKED B V' M 1 I 1 I I 1 i ms. 1 ,. mgFT eF -. T • r o ll 04 . - 2 ' .t .7-: /- \ ‘1 ' N b c 1 - - - - - '\' 0 -: 1 RP i 11 N %444i i Ira m im, !,1111 ° , 4.4".."7"41401111..4111 , V: , p ..., 0 .0 * -2, ,,: i '`.. •w 6 9% n c I o A 1 r = '-) , m /� o ' i t o \ // ' . I .,T 1 • I ' 3, I , ■ mrmom Z T, n G) I z o a �mv� �� �z m O D co m o mO II —Z rn z m m m I, 1, a 2 SCALE: RKS INC. m L W m 10' LAYOUT - ADD ALT. 1 = m� m � �; _ GRINDLINE 4KH � EP j A r 4619 m '-.3 p . SEATTLE WA 98106 '�,. mx 0 PROJECT: EASTSIDE SKATEPARK 206.932.6414 LOCATION: KIWANIS PARK - YAKIMA WA wwwprin i'' This dasi1 is an nslrement of professional service and Is the proporty of Grindline Skatoparks Inc. Any use of theso plans shall bo reslrIcled to rho project 1010110h !hay were prepared N. % 1 i mi_ ni", e I S ° 1 .,.., l i im iii i ...: ..... imoolimi , \ I „ a n r , : i f‘IF.10 . . i 0 7 . . i. i . 1 ; .1111k. . , ‘ ' ' • 711 . 1 ...- ..- ... -... , . , . , . . , , , , , , , , . , , • , , , , .:. , , , • i , j , , 1 .. , . , , , , , , , II • iii ... . I_ . ,, I I 1 ' • ■■- „I-------- ) . . e . ■ . , . I I ` / \ 1 \ , . \ . I ),. „ 1 oN I ; I t 1 ` / , i I m 0 I I Z rr Z > 0 m 0 m 0 , ZZ _ o p 3. o ro t , � , $ $ I Z I , o ��� O \ � .. ,*'' $ 0 ' • 1 n 0 SCALE. G RINDLINE SKATEPARKS INC. m= 11 vi m CONCRETE JOINTS - BASE BID 1" = 10' T ro m °(� 461914TH AVE SW � x n o SEATTLE WA 98106 `�'� PROJECT: EASTSIDE SKATEPARK 206.932.6414 �, /.�' `° LOCATION: KIWANIS PARK - YAKIMA, WA www.grindline.cam / I' w 'Ms design is an instrument of professional service and is the proporly of Griridline %atoparks Inc. Any use el These plans shall be restricted to the project for which they were prepared. ■ ■ I I 1 ■ 1 ■ ■ r I I 1 I I 4 11114 k I .4 . 1 / ..'T. . J / # 15 I \ , ‘1**111111111 111 1111111°111: „..,'" /1 • J • • 4 01" . I • 1 ) I . ` i ; • I I I m m z 0 CO 0 X 10 n E Z o . 2 , s, ci � ' z Ct), V )ii . 1 , 1 ' , , ■ i - m o _ SCALE. GRINDLINE SKATEPARKS INC. o m < o m w CONCRETE JOINTS - ADD ALT. 1" .10. 4619 14TH AVE SW i t x — T SEATTLE WA 9fi106 o _ PROJECT: EASTSIDE SKATEPARK 206.932.6414 Nr5k, °° LOC ATION: KIWANIS PARK YAKIMA, WA O www.grindline,com ! This design Is an instrument of professional service and Is the property of Gr ndline Skaleparks Inc. Any use of these plans shall be resirkled In the project for which they were prepared. N Nth 0, . ,_ '-----, I , , ♦ cis wi s 41 9 i. / / . 9 v, • a 41• _ , , , 4) r .. 0 , , . , , . , . 111111 ---4 111 0 , , (-,- _; , , , , _ ______ % flio _____ _ .T.:„. , _ \ . I c_r, , isk )1 ■,1 40 0..../.. ) p, roio , ---_, , ipt \do n m z v 13 m Z - -I °' O u) o r D ,D` ..i l rn 0 Z II o I o f I I , =n o SC "`E: GRINDLINE SKATEPARKS INC. m w S ECTIONS KEY - BASE BID 1" = 10' 4619 14Th AVE SW x A :—s SEATTLE WA 98106 eN 4 o • PROJECT: EASTSIDE SKATEPARK 206.932.6414 Sr, ._,„ LOCATION: KIWANIS PARK - YAKIMA, WA www.grindline.com 1 TIas nosgn is on Instriment of amnaslore+ service and Is the Prig or GdMIFq skatecarlo; IM. Any Use of th so pans shall be restricted to the project for when they wore prepares _ ;; 1 , 1 ; , '1 ' I I 0 . ., 1 : D D ( r . r sr % o % .04000„...--. 1 a 0 11 V , /,417.1. ' I 1 �I 1 ,4* , 1 rl . , 1 ." I m I pS i 0 0 0 0 0 m `V o , N , . Z T I z O y D D r 0 , o O. y IA SCALE: GRINDLINE SKATEPARKS INC. 1 1 w I " , SECTIONS KEY ADD - ALT 1 1" = 1 0' 0 461914TH AVE SW �zA SEATTLE WA 98106 `� �j� o . P ROJ ECT: EASTSIDE SKATEPARK 206.932 -6414 ��� , 0 `� . N LOCATION: KIWANIS PARK - YAKIMA, WA www. r r `' I This design is an rnsImmen' of professunal service and is the properly of Grindl,ne Skaleparks Inc. Any use of these plans shall be restricted to the project for which they were prepared. fYs� )' 1 1' -6 1' -6" 1' -10" 1'4' _0...6" . / 5 -0" ' I / I / 2' -8" ) ' I / 12' -6" .J' 3'-6" // 3' -6" -/ 1 O' -0" 6-0" / 4 -T a, 0'-3" LID 0' -9„ 0' 6" 7 T� 011 w � / 1' -0" x K I - - - - - - _li_'i_li_Ii °li_iI �I - - - _II_ Ili _'11�1i_�II_ii_•Ilai�li -li�l1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - I � 1 1 11 C 1 i � 1 i � I i � l i -11 _ l i -1 I t -11 -I i - 11 -,4 ,- Il JL-.IL u. -. - I[ .IL = n- 1L -.15- 4 =11i.1 1 71L i -1L .I .B. Il JL ll .0 II = 1. J - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 = kw - - ------------ - - - - - - -- ----- - - - - -- = 1L °11 =1L = 11- 11- 1I= 11.- 1L- .11.- 11. -JL 1L- .1 11 11-11 L- JL- 11- .IL 1=11 .-1L 1=11=1=1L :I L=11 . =11. =11 . 1p _ 0 = 11 = _ =1L= -..11. 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IInIf - .II .II .II. 7 I� 1=1=11=1F-44 1 9�� /� .. 0 .1 , J - n=r =n rk Irk 11 -1- _ !>t -g =n- =1r - n 7 r. = 1r= JC -1L I .- 11= n. n= ll= u- IL =u -11 11.11=11 = 4 -elf = n n = n..n 1= 11 .n .0 11 n n .n n u. g .n. 7L - - --7=11=11=11=1C=11=.11=11=11, - - - - - - - _ - .; h•I: Cfj v i=11=11=11=11=11=11=11.=11=11=11= - - - _ = lr =1r =1� 71 =n =r ]r lr- Ir- n -n =1r Ir Ir n= 1r= n= lr= n= a =u -n 11= n'- - If= 11PU= 1f =11= ]Ln 71 71-11 -n -I Il Jr 1 - R= 11= 1r= II=1r= Jr =ll=ll Ir= 11 11 =1I= 1L= 1L= 11= 11 =1L =11 11 =11 I JL ll -11= - - 11 =1r =Il 1r= J1 =1L= - - 1=1 1 ca =11 =1= 111 1L =J =11 1= 11= 11- 1= 1= 11- -u =J1- 11. =.IL= IL= 11 =11 =1= 11 =IL=11 i=ii - I- - 1 =11k_ ,==t= k=iF: -� ') W ,e =11=1= =11=11=11 1r. =10 11 n= 1rn= 1r= 11= n =[ =J1= = .a =1L=1 T =R lh•.' -•--- -•-• : 4 1 1 e' 11 =IL= J-1L -1f n =n =n =n -1 - -11'1L 1 -1 11 - 11 -`- - I I _. ... A' 5 =.IL= L=1L= .11= 11 =11 =1 11 -1I- I�11 -11 11-11 -R - 1 -11 .< � Na2 A SECTION A B SECTION B Q SP2.1 SCALE. 1" =3' S P2.1 SCALE: 1" = 3' 4 1 1 . 4 z -1'-0" - 1' -6 " 1•••4 �// �I /-- 4 / 4' -0" / / 6'-0" / / 2.5' ID .3CH 40 BLACK STEE _ PIPE 2.5' ID SCH 40 BLACK STEEL PIPE 2 IC SCH 40 BLACK STEEL PIPE 1' -6" R7'-0" 0.-11" T 3'-11" 4' 6' -1" M 0 8" 3' -0" _'. - RO' -6" TYP RT-0" 1' -8" 4 Gg 10" _ R6'-6 -r: � `I L 1L= - 1L -1 1 .- 1' 4° '1 7 1 1 �� -y - - - =1r g� -1= Nom, - .`1 =1F Li1 11 -14=14 = 4 4.-0" 0' -3" _� f-1ts L 7 �iiL7i �fi*-1 a ° -tc� *-1� ` ?i �i� 1 ' -6" n= n= n =.1 =n=n =1 O L I T L I e, J 1r -IIL I - n -n.71- - - ulllr -1 =Ir 1r�'1r nun �r 1r= 1r�11- •...�.. 'u= = n= n. =.a= - u=a =1- -1 ' 0' -6" 11� <f(��il� _ _ _ _ _ _ _ _ _ 4 =n=1r 11 =n 11 =n =lr=11 lr =n=11 g =n =1L .nn= lr.= n=1r. ETTZk JI. = -1 11. , ' i _ _ R1r= n= lr. =n- r =n 1. a� =t� = l - i = t7=n•= L�=ti�=t�=1 ik# i 11= 11= 1r= 11 =11: 1I= 1r.= 1414 -Ir= - = 1 =1r =If 11= 1r.= 1r- 1r. =11 =ir • 14 =21 1� 1 1 0 , 1I- ..f. L-�ul r-rlr =1[ =1r .1 1I= -n. = - 1 11 n = •--' •^ • ^•_; ] I = L R � 11 11��1 - � L - -LI -_�- ����� p ��t - 1I II' 1r'_5T= _ - n- n=J1_�rr=lr =lr -7� -�°' . . , 0, 41 lI 7r= 1r= 1L= =1E _ �r =4=41= :lr r - =_ =n - _ [ =1 -n =n :If=1 u- 1 u. =R =_ll n. -1 = -- - - ' L =L -g = _` i "J` - -,- -1( 4 1L=11=11=11=11=11= . . - NOTE: -1= - 1 Jf - IL =11=Ir E7� Jr- ! 2� � - - _ - =11=11=11=11=1E=11= 1=11= _ 1=11 - � II � 1 n 1 M 11 II 1r if 1 1.' .11 .4114 =11. =11=11=11 11=11 ` =1L -II II IC =11 ALL STEEL BE LACK = 11- 11-II-II-Ir " 7 r 11 S 11 n i f lL Ir. ' = 11= 11= 11 =11= 11= 11= 11 =1 =11= 111 -II - 11 71 II-I - -- - NOTE, I = =111 =11 1 = 4- r. � ib-i .11 7 1 - =1r.= CONTINUOUS WELD ON ALL JOINTS ALL STEEL TO BE PAINTED BLACK - 1J 1L 1 11_11 11 1 1 =IL; =31=J1= _ - ALL STEEL TO BE PAINTED BLACK a L11=Ir- -1 __ M C SECTION C D SECTION D E SECTION E . SP2.1 SCALE: 1" = 3' SP2.1 SCALE: 1" = 3' S P2 . 1 SC 1" =3' Iii 0 e Q > c a. Q 1'6" 1'6" 0'6" W _ 1' -6" 1' . " 1.-6" I- Y r i' 6" 0' 6" r 1 6" 3 4•_0" 4 6" 4.-0" Y < 10 5' -9" I I )1 • III 111111 II i ,r un= 1r - E f r p. u =ii= =n= 'irlL� --- -Z I i= -Sr 1' 0" ��� _ ° . _ f - .�. =._= s 111111111111 0' 6" � _ ' y .' . 7= ' "i If1 1 =1f= 1f -11 =11 I r 71=1- ( =r .. ..d - ir.2 x .11 = - (1= - --- ° 11 - ir 2' -0" _,. - =n Z 1 2 1 4 it n 1 n 1 =11221 n n it =m . =emu u u =1[= 11=1 n !1 =Jr= 1' -0" 1_ HI Z = is 11- �7= JL =IL =JL ll II: ll: JI,-.0 1L- IL= 1L =11: IL L - �i _vwrn�_w. -% i- ZC =1F=1L 11- ,11 =11= 1L= 11 =11.n11JIr IL Ji= Y ff= 1` - �� d` 1 - i-srt "• - II= _ ___,„..m.=„=„.....„....„=„,..,,..=.....,„_„,__ _ . 17 d= JL-.IL= 11- 11- '!- IL- .IL= .IIPII 1_i 1L- !_L =.IL -JL .�I=_I L = = _ , =1f =1I �7I =1r= 11=14= 1 11 =11 ] 1 71 =11 11 7L =]Ie. ',:. . n= 11=11 =11 =11Gf II 11 =11 11 =1r =11= 71 =1f= 11 =1r =1 P- 11 =.11= 11=11=11 11= u= 11 =If- 71 - 11= 11- 11 =1 =11 7� II llar! 11 1 "°�` ¢ ' - - - - - - - - - - - - - S=n: ]L= 1r =7L =1r 7 = u= 11= .Sr -1� if ir=1� 1r =7� 11-11 mfr 11 lr =1r 71 71=1 =1r=" 11_- ' lr nn-fr _ - Q - i n ir- 71-11- n -7r -u ir- n-Ir -u.-ii n ir- 11.-1.-1! -Jr. - - - - - - - - - - - - - - _ ' `i-'i �Si'- - - - - - - - - - - - - - - - - - - =� A.-71= 11 ?I1 =11 =R 11. -� ll 71 -11 71 -n 71 71 -1r -P lr.- ]r. -lI ,u =7r :Ir 11=71 - 711= 1171 -7l Jr. -I n lr =1r =11 lr- II= t1= - LSf= il:= t i= i� Fi= ii =li -ii W 1 1. 1: = 4=4 .=t� -M = 4 = .4 r I� 11 -11 =4 -1r -11 1111 .Ir -11 - =11 11 -II 7r �� =11'= � ] = I= _ :U-71: 1r.= 7r = 14 1�r -7L _ _- =1 1:7 =.IL = m11 =][ =_ _r = 71- l� J� Ir. =1L 1 I =n. Nil I= y 74=7 ] =1� L 1= t '.,. T. 17.4,= 1 - L =1r- I � = -- 21!.=.11 1 1 ii = . I LL i=ir L_ n u7 1 un = .Eir - =4=E74=117•4 , .. 2 '' . 1 I 1=[11 1 1100 1 1 . 1 - 1 � I! I J 1 = J1 = = . � I'I tr= L f= `II'="I r n =4 = 1 1= _ 1 : I = " L - _ =IC- I = 1-11.-11- . IL- - - .. - 1= n = _r. =_ _r. - .n. i' = I'7 Cn 7r� it -n_1 n �lr n =' Ir -n- t1 mn Ih1L 11 -II 7[=7 = L_1L =X-=11. II: 1[=11 =1=14 =1L =,mmlr.- 1L- IL=11= - 11 =1111= 11= 11= 11 =11= • • O 0 ZZ - - =II =11711= 11= 11= 11 =11 =11 =11- - - i � W H - 3 H ' W 0 < j I F SECTION F I 4 G SECTION G H SECTION H w o ° SP2.1 SCALE: 1 " =3' SP2.1 SCALE. 1 =3 SP2.1 SCALE: 1 " =3' SHEET. E SP2.1 2 DATE. 04.10.08 DRAWN BY JRK CHECKED BY MBE 1'-6" k1 Ea' / .b 3'-0" 7-1 1" -1' 6" t - 3' -0" I' T'-9" / / V ii =i e -a- \ >cr. 11A: _ 6'_g" t n - nor n -n `' 'r 1 ; . - _ ` ._ _.. H III /'- 1L=.Ir= plf11-1: i II: - 11. `1 1 = f1 - 11 =11 " . 1I =11: 1141!. =11=111 - ' - - .. 11.11 1111.= .lr. =.11 ` I[=IL =.IL = =11 =11 = = =i �� 11 =7IL=111 =If=J.- .2. =IL =n. 1 L \ R8 ' 0 " n JI =n_ =n =u=1L =1[ =.�. R8 ' -0" V) 11 = =1 - II JI-11 =∎ ' ∎-11=11- 11 =IL =.11-11 =1L " i � J1 1 q- _ _ =1r 11 =11 =u: 11 =11 -n? Ir=n =u- n =u =ll =n =u:.` � - li =rte Ir it =u �r =1r. =11: 11=1111 T - 0 " 1� =11 =11 =11 =1r. =.n =n -u =1. ' 1171- n -1. n 1r- �r =n =Ir =Jr =ir.= it =n: =u =1r=.n =n =lru =¢ =1r. 6'-0" y RT -0" 11 11 .n. 11 11 1 n=n= 11 11 L= = 1 11.- ■ =n= - =11=1=11=11=11= n [ = [ - :r\ (mot -R =J7 =JI =n =n = ==ii1- 11=.11. L�, . =u- n =1L -.m 11 II =IL- :11=11 =11- - =1= 11 =11 =11 - \ 11 =11 -1r a =a ='� �I v � II- Ir = " 11 =11 -11= 11 =1r =II 71 =1. " 11 Jr. =1C =1141? - `4 r 1'_6" '''-6" 5 ' -0 " a =1L 11 ]I =1r IC :Ir1 =1r 1= - 1 X 71 =1L =JI =u =�.. + o 111=1: =1 - =11= J1 . = 1 =11 = I 1 - II 11 =11 JI- n :- O R '- JI - u =1L 1 :. 7 1=11 =71= J1 = 11- !1-11 -111 C = fi - . \ c: / 5' -0" - '11. =1L = 1F=111=11=11=11=11=04...., 11=71- 7r =II - 11-1 lrl� 1r lr - . t ` 1r- n -11 -n 7�a n - - \ w W c ''1' co • - 71 7r1 i .11.1 r 11= 11=11=11=11=11=11=11-..- L i , 1II1171 � �.-. a� =71'=7r='0'=tt'7L n ll �i I�' Q mil' j• , ✓ - n ll ]I =1L IL=Il =1L 1 0. 11. 11 =1r 11 JA-e.•,:• v,••a•-1 =•�.• =s•= [ =11 =11 - II Il n 71 -J J - • L: III _ ' , . _ :: _ i - n-o -o= y1 =n= 1- n u -n -1L 11-11 u- u =n =JL=1L n=p=a L � IL If. = II � lr. �71.IL rL�1al1��'�fU 11=71 11 - ll - 71 r! 7[1- it u- 1f- 1L- n- !'-1=11=n -n n -n � =n: 71 Ir n nJ =11 1=11= - n u 1 JIn- N "C ,f=ii =7f-'h 7F Y�' --R-11 'r n =g n Ir .n- 1� 11 n n u =n 1r Jr . 11 =1 n Ir =n =n �f =1 -n Ir 11 if 1 .4 1 11 71=11 n n 11 =1141 e a -`a }1 X61.. }s }� ��_ 1' - =1111 Ir 1r 11-11 it lr n 1r- 1171=71 I: -1 =1 IL =11= =1 =1 11=11_11? L IL=11 =n. 11 11 Jr 11 1r =11 11 =11.=m Z W ri = Ir _ r fir r at.F r ?1r =o c "_ "2 ,C' gi gagri n1 �11:Ir tgrilr.=1 11=11 11= u i ! 51 ' 1 =11 = I1 =11 = 11 r P - =u =�1 =� ]Li!ll no � l :�1�'�L!'ir� i 7l L., p � =11= [114 11 17[-1171.1�.e111��1i71 r 1 1 n 1 = ri'it% -:r -- - =11=11=11=11=11=11=11= 11= - _ =11=11 =1_ = 11 _ -1 1 =1r =11 = = 11� H AL= 11 1 111 =11 =1 1 = 1 = =11=11 1 n 11 =1= 11 = 1' =u 1 =n =u =1r_ 1 1 CI) , `r - H < ° ' p J SE CTION J K SECTION K SECTION L � • 1 Q SECTION I SCALE: 1 "=3' SP2.2 SCALE. 1 " =3' SP2.2 SCALE:1 " =3' SP2.2 SCALE: 1 " =3' SP2.2 4 1%6" 6'-8" 2' -1" - 8'-6" 3 ' 0' -6" 4111111=111111111 11_11 L=11=11=11=11=117 41=11=11=11= .11= 1 JL =II =I ! °- ir �7r n =n =11. 1' -0" R1 '-6" /j n =11 4' -0" R8' 6" �II T -0" r --IrF 11-11-11 / 2' -0" t /MAO _ i alg•• -ice ir- /=11=.11 =1[ JL1 = 1 1 1 1=li 1 II 1 /� �1�L-- 11- L'-- 1L =1L =JL =11 = 4I� 1L=JI- 1 -1 0" 1'_6" 1111= - 1 .A=11=11=1 . /="7[1111 - : / v4- 11 =C 7r ` ;111:1-11 1 /"a. 1 =n _ _ = t I -1r- T- - - - - - - - - n = - c• - -s• = . 11 _ 7 1 L,,.Ir1! ]! - - i1 =71.11= �:' -'� u.:'• -'t' "'� Tyri + 1r. = =1L =E ]I:-fL =I = . MI 1L =d /1- 11 -11= ,� �• f 1 _ ! 1 1=11= 1 1 = 1 •1.LL 'Warr rr irit:='u=Il=u:- JC I=11 - i1 11 ll =1� JA _11 =1L =1L =J1: JI JI: J1 :11=11 =11 =1 .•=441 411 =11. 11 =11. 411=J1=11=11=11=11=11=11=11=11=111=11=11-11=11-11 ." . JI =11 =11= 11 =11-IL . 11=.11 = =1111 =1 1111 % - - - - - - - 'a 71.=11=]I:=7L 11 1111 - lC ,1= L 1= L_. =J = = =1= =11 = : =II- 11 =n-1r11. II- 11 =11 -R I =7r =11 =11=11= a %,. �!�'1L -.IL 1L=JI. JL- = 71=_= 1�.= it= L:= I'=! i- 1- fL=1L1iJL1!1- LiIJL1!J_1!�JL111= -- 1= '= 1 I : ILi _ IL Ir 11 11 J1 1 r 11 1 i 11 = 11 = 1 = 1L .11 = 1 =1L 1r . =7r=iLl r irl r ll : l lrhri7C =11= 1 = =1 E,-) Y \ ' 4 If= 1 1C I 41 1 11 11: 11 .11. J I7f= 1. 11 . 11 - 4 1L71 11- 1L A �_ _ _ _ _Ii r r 1r II- -7�- -11=11 1171 =1i -I S 11= Ir -11 = I Ir 11 =1 1 - 17 :11711=1r�1r lr 11'=71 II lr "Ir 11 11 lr II 11: 11 -11`- 11111 �r ir=v=lr 1 lr =1f 11 .I *- 14Wri - L I 7 1L 1 L r =lr II 1L .11=11= =11 1 - I - - JL IL . IC I J 1[ L Yr 1 I 1 W 2. N SECTION N � 0 SECTION O P SECTION P u) M SECTION M SP2.2 SCALE: 1" = 3' SP2.2 SCALE: 1" = 3' SP2.2 SCALE: 1" = 3' Q f. SP 2.2 SCALE: 1 " =3' Q ' Q BULLNOSE BRICK COPING W 2 GREY COLOR 1 Q 4 1' -6" 1 ._ 6 „ :_ 0' -10" 1' -•" Y >- '8" 6 ' 0" / r 1 C ONTRACTOR TO USE BRICK STAMP 2' / r -0" _ R2' -6" • . 2' -10" -/ i 3. ON TRANSITIONAL SURFACE SUBMIT W r" SAMPLE TO DESIGNER BEFORE ,} 2'_g" CONSTRUCTION. co 1. /o /o Z , L Go _ L- . 1' -4 " ;� 2' -0" A;i =n 1i m `*.,.( / \/4, 4 ,--v -v fv�v�� .• W Y 52 I L = 11 = =J J 17rm i 1=11 =11=11= = r ]I jI'_ = - • " �• 1 ' . . _ a � .. •� -•- - - - - - --i.t - - . �� li ? e ♦ � C f =1L = 1111 1 .1 11IL L Y =11=11: =11 11=11=111' _ -;i_ ltalgat-Ei'�'� =:u_-Bf l elli: _- yr ! Y "If 1 / /lJ ✓ ✓r / /�p,��.q z Z 111L - 11 =11= =1E=J = ' U 11 =11=11 -11 -11 =111111 =11 =II II=`u -1' x 11=1f n=11=Jr 7 . r?7� 1r =n =n - u r =1r =n =1r =1r=7f lf=n7r =.�1 ,- - y L-_ -1 7 41=11=11=11=11=A=11=11 11=11 . _ O = O 7r =n =i1. l�i=ir =lr =1 -1 ' 71191 11 = r- � I- W CC p Q 0 Q SECTION Q R SECTION R S SECTIONS T SECTION T a Is SP2/ SCALE: 1 " =3' SP2.2 SCALE: 1 " =3' SP2.2 SCALE.1 " =3' SP2.2 SCALE: 1 " =3' SHEET SP2.2 2 DATE: 04.10.08 - DRAWN BY JRK CHECKED BY. MBF 2" PRECAST BULLNOSE CONCRETE 24" LENGTH MIN. 1' -0" COPING. PENROSE COPING CO. OR EQUAL WITH 3/8" MORTAR °�- NSTALL FLUSH W/ CONC. TYP F: JOINTS. '��� � GRIND CONC. IF NECESSARY 0'-2" 1J 24" LENGTH MIN. TOOLED EDGE. CONTINUOUS ° i ' �i 2 1 /8" BULLNOSE CONTINUOUS J ' 4 TOOLED EDGE. 0 ° ° ° ° 1" BED OF MORTAR ° a �i 2" z 2" x 3/16" — a — — � ° MASONRY MIX TOOLED 4 O'- 4" d • - STEEL SQUARE ° - ° I • FLUSH WITH SHOTCRETE H °� Q TUBING. (TYP.) ° (COLOR TO MATCH CONCRETE) WELD TO #3 REBAR EVERY ° /1 ° 4 '--- r' 36 "MIN. /L .:0••4.•••••••••• • . 1 2.5" SCH. 40 STANDARD BLACK ° o .. -. -• -• •• -•■• 4 � 1 I ° ° ° '• - •' d = ��I STEEL SEAM WELDED PIPE ° ° ° ,�.�.���I�Ij � *. 1' COPING. 2.875 "O.D.x.203" ° ; #4 REBAR WELD TO •!61•+•0 ∎� � ∎T10�• C Q / oioiaararn iairvoiiaiooiaih a iaioiia�iii , • WALL THICKNESS d TUBING EVERY 36" MIN. r — ����j ° I oc. d p a , I ° � OFFSET HORIZONTAL AND i II — I I— III —III -: –! – w e d ° ° ° VERTICAL EVERY18" MIN. '�` � •~ 1° Q 7 °d 0' / (I— III —`� Vial_, 0 • ° 24" LENGTH MIN. III III • • � ° dl tV ;r ° ° NOTE: PRIMER STEEL WITH WITH MIRROLAC•WB INTERIOR/EXTERIOR NOTE: PRIMER STEEL WITH WITH MIRROLAC -WB INTERIOP/EXTERIOR • �� �l " W ° PA : XPOSED STEEL WITH MIR ORLAC -WB HIGH PERFORMANCE PAINT EXPOSED STEEL WITH H MER ORLAC -WB HIGHRPERFORMANCE ON. I -I -I �! I ' m VD g E = 4 ACRYL C INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR W .. EQUAL AFTER INSTALLATION. EQUAL AFTER INSTALLATION. ' y up 1 STEEL PIPE COPING 2 SQUARE GRIND EDGE 3 POOL COPING a SP3.1 SCALE NTS SP3.1 SCALE: NTS SP3.1 NTS Z ELASTOMERIC SEALANT, 1/8" WIDE SAW - CUT h" TOOL FLAT A SMOOTH Pk r � ., BOND BREAKER MEMBRANE. lepia, V MIN. #3 REBAR OVERLAP 24- MIN CENTER REBAR IN SLAB 0 1/2 " � ¶12 = V VARIES —•— — • ' TITHial *4 ti IMIII_I�:.r; �► 0 5 ..1. - • -•- • - •- . -._ - 1 1 =1�1 =1 1 -II -at H I H I oti ttsv 1 I - I —I —I = — I —I I —I 1- 1 11 1 111 I I - 1 I I = 111 = 1 11 I I i41.-.111E • ,_ ,�,3 .y ,4 11 , .. I I I — I 1 = 1 11 I 1 1 I - 1 11 1 111 L I 1 = 1 I I I I - 1 I I - i I - I TI - I i I - i I I , 1b01 . - 000 , 1=11 I —I I 1 =111 -111= 111- 111 =111 =1 11 =1 I Ha 1 I— 111 = 1 f" }3 4.'"<"'" .- I _! : itt4 11E1 =111- 1 = 1 = 11 = 1 11 = 1 I — I 11 = 1 11 = 1 11 = 1 I I 1 1 I I, ,111-1 1 -I sa' .- J i'i'' - • 111 11H 1 EI n 111= 111- 111= 111 111 - 1 _ I I -1 I I- 1TI=1 1 =1 H T 111=11 LITIE 1 ' -I " ITI 1 � 1 = 1 � 1= - c0 t I iLIIIIF _ IK F- e. Z Li; 31 ( EXPANSION JOINT 5 COLD JOINT 6 SAW -CUT JOINT o Q .4_ P3.1 SCALE. NTS SP3.1 SCALE: NTS SP3.1 NTS rn =° CC p g 24" LENGTH Q NSTALL FLUSH W/ CONC. TYP. a Q L GRIND CONC. IF NECESSARY W L 0' -10" Q } - 2" x 2" BLACK STEEL _ DIA SLOPE TO DRAIN SLOPE TO DRAIN .. —• _ , ANGLE IRON '- " ' "- -`-" "� %' ONCRETE SLAB CO u ° — ZURN Z -415 BODY ASSEMBLY W Q a �%i - ° O' -2" : :: ��r WITH 'TYPE B' NICKEL BRONZE _ 0 Q- .g //////////// / / / / / / / / / / / / / / / / / / // /ii /i / // /( STRAI ( n ° d , STAINLESS STEEL ' — N co —� (VARIES #3 REBAR 12" O.C. FocaroNS 4 �` -1 Z g _ — — — — RIND STEEL TO MATCH BOTH WAYS 1 rz Y. ANGLE OF LEDGE Q • ° E XPANS ION JOINT �� � < - ° 0' 3" TYP. �- � . VARIES W ; d' ° ° #4 REBAR WELD TO VARIES V 0' -10" V VARIES – II 1 • Y e TUBING EVERY 36" MIN. DIA 11 • �- ° d ° -Al FFSET HORIZONTAL AND 0) 0 2 t ° ° / o i TOP OF DRAIN GRATE o ° ° VERTICAL EVERY( B "MIN. I —1 _ J W 0 • \ . 24" LENGTH • -IIHI I NEI � j . 1' -0" 6" PVCSDR -35(OR EQUAL) -) P m : ririr.i y f O a NOTE: PRIMER STEEL WITH ITH MIRROLAC -WB INTERIOR/EXTERIOR 0 d J 3 9' 3 7 3 013E '° III s•iJ�s�e�i._III� �II WATERBORNE DTM FLAT PRIMER OR EQUAL BEFORE INSTALLATION. 1= 1 I I - 11. ., 111 111 P. PAINT EXPOSED STEEL WITH MIRRORLAC-WE HIGH PERFORMANCE = III III� IH11 =111 - 111-,111= SHEET " 1171111 1�1 I � 1 �. I' . "PVCELBOW 'E ACRYLIC INTERIOR/EXTERIOR WATERBORNE GLOSS ENAMEL OR 4– SP3.1 EQUAL AFTER INSTALLATION, 7 BANK LEDGE STEEL GRIND EDGE 8 REINFORCED CONCRETE LEDGE 9 DRAIN SP3.1 SCALE. NTS SP3.1 1 NTS SP3.1 NTS DATE. 04.10.08 ( DRAWN BY: JRK CHECKED BY' MBF HAND TROWELED SMOOTH FINISH " HAND TROWELED SMOOTH FINISH d ° _ _ • % . ,. r. , +' 6" SHOTCRETE SLAB. _ 0�� —� O 0' -6" X s °_.: 5" CONCRETE SLAB. SEE SPECIFICATIONS FOR FURTHER ° 8 SEE SPECIFICATIONS FOR FURTHER INFORMATION. ° G ° 4 e INFORMATION. "t� ". �-�.��, `` #3 BAR 12" O.0 BOTH WAYS. CENTER ` - • - - • #3 BAR 12" O.0 BOTH WAYS. CENTER BARS IN SLAB UNLESS NOTED ��oO • o'• ° \ r j BARS IN SLAB UNLESS NOTE OTHERWISE. I III —_ 6 COLD JOINT OTHERWISE. GRADED AGGREGATE BASE 1 1 =II I —III I II —I I 1 d ,, GRADED AGGREGATE BASE @ 95% COMPA' ION ° @ 95% COMPACTION ' — I I — III — II I ). 0'-6" TYP. — H — ___ I —I I i �*.—�ti ors r �+r�>r a� �1r i� �r ri� i : i*ri. i f� q �`j s � i � I �l 1, �� i . s +� i � . > 0' 4'P. — I _ , d o p : <,� 1� 1 �'� T� �r 0 ' 4 TYP. 4 T..*!•4 .T..01.6 w.rt'_r 9.0.. iT o. m r " 1=1=1 `l I I I=I I =I I I =I I I I I I -I I I= 11 III =III I `� " 1= _� =11= —1 =11= I —1 —11= ' _ _ III 1 ', —111— III — III =III =III =III =III =III= 111=111 =111 III,- III = III = I=III =III =1 I I —I I w Q —I I 1 =1 i 1 = 11= — =1 I I —i I I— _ — — — 111_ III —III_ / —111 I 1 — II III = I � ti, UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL — x W es] C. 12 . BOND BEAM c o SP3.2 NTS SP3.2 NTS SP3.2 1 0 CONCRETE SURFACING 11 SHOTCRETE SURFACING B S `� - ev w ON W 0 , -B „ V 4 - r VARIES. SEE SECTIONS FOR MATERIAL 0' n -"' --r ° a n WELD END PIECE, BOTH POLISHED BLACK GRANITE d A SIDES. GRIND SMOOTH. � •• • ••• � ` VARIES 11 1 — I I I -111=1 H=I I I ; ��// CONTINUOUS WELD. ( I I— II — III —I I —I (— VARIES. SEE SECTIONS FOR MATERIAL PAINT VARIES ii, o • y't?= III — III — III — III — I I d ° 11 III ►- 111-7-7111=1I1=111 =111 — STEEL PRIOR TO CONCRETE POUR a FROSTLINE III — � � 4 ' — I =I I — I I I I — III — I #4 X 2" STEEL ANCHOR S „ 1 '-1/2" \ — — — -411 . ► ,_. I =I 11-1 -- i I -I — — BOTH SIDES. (TYP.) @ ��� - - ° 4 y • ,`, \ � � °d ° °a ° 0' - = =III - III _ = III- #3 R =AR VERTICAL EACH POST � � d ° °° - - Fim. �1 d ° 11 '� I _ CEN R BAR IN WALL z — d MIX BED LE MORTAR MASONRY _ — SUB BASE COMPACTION PER a 1 1 ' - MIN. , ° ° ° MIX TOOLED FLUSH WITH GRANITE 0' I II =III = III — �Z � III — #3 R BAR HORIZONTAL GEOTE REPORT 1 , - . — — — °� a AND CONCRETE SLAB _ _ _ _• �. •■ III= 1-411 ° a ' ti CENTER BAR IN WALL UNDISTURBED NATIVE SOIL ::�.. 0' - — III = III =III =I *' " , _ *� A `x��I ° Q R EINF ORCED CONCRETE BLOCK - - - I I 1 - 17=111 al I — I ' ` #3 REBAR HORIZONTAL _7 . a l I i 1 - 0' I - III III — III — III III —III — I CENTER BAR IN FOOTER Oaf _ — —1 NOTE: CONTRACTOR TO SUBMIT SAMPLE 1 1 = 111 III — III — III III — I I— I —_� —� 1 1 3" MIN. CLEARANCE. OF GRANITE PRIOR TO INSTALLATION I 1 III =1 I I -1 I I 111 — 111 — -I 1 — III — I — III II B 1'-0" l'-4" CD 3 I- 13 HANDRAIL FOOTING 1 GRANITE SURFACE C15) RETAINING WALL w -1 z SP3.2 SCALE: NTS PJ.2 S SCALE: NTS P SCALE: NTS y J J G U CO MAX SLOPE OF SOIL SLOPE LINE SURCHARGE OF ROCK 0 , 8 „ 1V FACING `, — 3H �••� , W _ • •• NON WOVEN UNDERGROUND •.4 Q g GEOTEX I ; I = 11)■■•■ W y •� + '6 � "MAX — �. "�"T- F es - co UNDISTURBED SOIL ° Z F BACKFILL 2 " -4" i , o � Q 0 . 4 � 6" PERFORATED PVC QUARRY SPALL — • I • aA W — 7_1 �- EXISTING OR PROPOSED Y I 1 1- GRADE �' � � � z SUBSURFACE DRAIN PIPE IN r • e a I (n 0 -) W °_ MINERAL AGGREGATE TYPE 22 - r'ICI 1' MIN. DEPTH OF BASE (d) Q —) I— z BEDDING. BEDDING SHALL - LAP I BURY a OF BASE ROCK PROVIDE MIN. 3 " COVER ALL = OVER UNDISTURBED o 1 AROUND. � \ NATIVE SUBGRADE OR W CC O .• 6" MIN. COMPACTED o 0_ _I a _ I -I 1 - SUB BASE SHEET z FOUNDATION TO BE E � I L I OPE BACK SLOPE THE CUT DESIGNED TO PROVIDE SP3.2 A MIN OF SOIL BEARING RESSURE OF 2000 SPF _ 16 DRY STACK ROCK RETAINING WALL DATE. 04.10.08 SP3.2 NTS DRAWN BY' JRK CHECKED BY' MBF