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04 23 2024 Yelm City Council Agenda Packet C ITY C OUNCIL A GENDA April 23, 2024,6:00 PM nd Yelm City Council meetings are held in-person at 106 2 St SE Yelm, WA 98597 and virtually on Zoom. Registration is required to attend virtually; please use the link below to register. https://us06web.zoom.us/webinar/register/WN_bMFwl7tSRHSAFo9Q5yfqbQ 1. CALL TO ORDER/ROLL CALL 2. AGENDA APPROVAL 3. SPECIAL PRESENTATIONS a) None Scheduled 4. PUBLIC COMMENT--COMPLETE A BLUE SPEAKER’S CARD OR RAISE HAND VIRTUALLY 5. CONSENT AGENDA a)None Scheduled 6. NEW BUSINESS a)Ordinance No. 1111 Changes to Yelm Municipal Code Chapter 10.24 Motion to adopt Ordinance No. 1111, changes to Yelm Municipal Code 10.24 regarding stopping, standing, and parking. b) Ordinance No. 1114 changes to Yelm Municipal Code 18.22.050 Motion to adopt Ordinance No. 1114, changes to Yelm Municipal Code 18.22.050 Adult Care Facilities. c) Ordinance No. 1112 2023-2024 Budget Amendment Motion to adopt Ordinance No. 1112, amending fiscal years 2023-2024 Biennial Budget. Setting actual 2024 beginning fund balances, and carryover of projects that were not completed in 2023 and must be completed in 2024. The general fund's actual beginning fund balance increased due to one- time revenues, grants, and cost savings. Additional items were added that were not foreseen at the adoption of the original 2023-2024 biennial budget. d) Amendment No.1 to contract for Comprehensive Plan update. Motion to authorize Mayor DePinto to approve Amendment No.1 with Houseal Lavinge in the not to exceed amount of $773,870 for the Comprehensive Plan Update. e) Public Services Agreement with Nisqually Construction for the Construction of the Downtown Parking Lot nd 106 2ST SE Yelm, WA 98597 360.458.3244 www.yelmwa.gov The City of Yelm is an equal opportunity employer and provider Motion to authorize Mayor DePinto to sign the Public Services Agreement with Nisqually Construction in the not to exceed amount of $306,885.41 for construction of the Downtown Parking Lot. 7. OLD BUSINESS a) None Scheduled 8. STANDING COUNCIL COMMITTEE REPORTS a) Public Safety Committee b) Public Services Committee c) Finance Committee 9. MAYOR/CITY ADMINISTRATOR/STAFF REPORTS 10. COUNCILMEMBER REPORTS 11. EXECUTIVE SESSION a) None Scheduled 12. A DJOURN M EETING I NFORMATION All regular Yelm City Council meetings are recorded. Meetings can be viewed at www.yelmwa.gov or a copy may be purchased by contacting the City Clerk’s office at 360.458.8816. It is the City of Yelm’s policy to provide reasonable accommodations for people with disabilities. If you require reasonable accommodations to participate at a City Council meeting, please contact the City Clerk’s office at 360.458.8816 at least four (4) working days prior to meeting. Information on the Americans with Disabilities Act and the Title VI Statement is available at www.yelmwa.gov/human-resources. *The public comment portion of the agenda is an opportunity for the public to address the Council for items that are not on the published agenda. Comments are limited to three minutes and five speakers. Comment on matters listed on the published agenda are welcomed as part of the normal agenda. Public Comment Guidelines: The City reserves up to five members of the public to address the Council at the beginning of regular business meetings on topics that are not on the agenda. Each speaker will be given 3 minutes and may be asked follow up questions by the Mayor or Council. Further public comment may be allowed on agenda topics as time permits. We ask that speakers use respectful language and remember they are speaking to fellow citizens of Yelm who are committed to listening and responding appropriately to citizens' concerns. Members of the public engaging in disruptive behavior may be removed or blocked from the meeting. Page 2of 2 Meeting Date: April 23, 2024 CITY COUNCIL AGENDA ITEM SUMMARY City of Yelm, Washington AGENDA ITEM: CHANGES TO YELM MUNICIPAL CODE CHAPTER 10.24 ACTION REQUESTED: Motion to adopt Ordinance 1111, changes to Yelm Municipal Code 10.24 regarding stopping, standing, and parking. KEY FACTS AND INFORMATION SUMMARY: Our Yelm Municipal Code regarding on-street parking requires stronger language that clearly defines what types of vehicles are approved for parking on street or in City of Yelm Right of Way. The addition of off-street parking surfacing requirements taken from City of Yelm Design Guidelines will also benefit this proposed change. ATTACHMENTS: Ordinance 1111 City of Yelm Municipal Code Chapter 10.24 with proposed changes highlighted. Respectfully Submitted: __________________ Name Title 1 | Page ORDINANCE NO. 1111 AN ORDINANCE OF THE CITY OF YELM, WASHINGTON AMENDING YELM MUNICIPAL CODE 10.24 STOPPING, STANDING, AND PARKING WHEREAS, to create stronger, more defined code language that will aid staff in keeping the public safe regarding what types of vehicles can and cannot park on the street or in City of Yelm Right of Way; and WHEREAS, to place in our code a citation from the City of Yelm Design Guidelines regulating off-street parking surfacing requirements; and WHEREAS, the City Council routinely reviews and revises the City of Yelm Municipal Code; now, therefore, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF YELM AS FOLLOWS: Yelm Municipal Code 10.24 Stopping, Standing, and Parking as set forth on the attached Code Changes Chapter 10.24. rd Adopted by the Yelm City Council at the regular meeting this 23 day of April, 2024. ____________________________ Joe DePinto, Mayor ATTEST: _____________________________ Kathy Linnemeyer, City Clerk PUBLISHED: EFFECTIVE DATE: Chapter 10.24 STOPPING, STANDING AND PARKING Sections: 10.24.010 Prohibited in specified places. 10.24.020 Obstruction of traffic prohibited Exception. 10.24.030 Parking in alleys. 10.24.040 Parking for certain purposes prohibited. 10.24.050 Parking prohibited on narrow streets. 10.24.060 Angle parking prohibited. 10.24.070 One-way and two-way road parking regulations State parking signs. 10.24.080 Notices on illegally parked vehicles. 10.24.090 Failure to comply with notice attached to parked vehicle. 10.24.100 Presumption in reference to illegal parking. 10.24.110 Impoundment and removal of illegally stopped or parked vehicle. 10.24.005 Definitions A. purposes of loading or unloading property or passengers. B. n automobile, pickup truck, or similar passenger vehicle. C. primarily designed and used as temporary living quarters, is either self-propelled or mounted on or drawn by another vehicle, and is transient. --terrain vehicles, dirt bikes, boats, or jet skis or similar vehicles. -trucks with or without trailer attached, farm vehicles, box trucks, or special mobile equipment. -motorized tow trailers intended for tow by another vehicle. 10.24.010 Prohibited in specified places. Except when necessary to avoid conflict with other traffic, or in compliance with law or the direction of a police officer or official traffic-control device, no person shall stop, stand or park a vehicle: A. On the roadway side of any vehicle stopped or parked at the edge or curb of a street; B. On a sidewalk or street planting strip; C. Within an intersection; D. On a crosswalk; E. Between a safety zone and the adjacent curb or within 30 feet of points on the curb immediately opposite the ends of a safety zone, unless official signs or markings indicate a different no-parking area opposite the ends of a safety zone; F. Alongside or opposite any street excavation or obstruction when stopping, standing or parking would obstruct traffic; G. Upon any bridge or other elevated structure upon a highway or within a highway tunnel; H. On any railroad tracks; I. At any place where official signs prohibit stopping; J. Directly adjacent to curbside, clearly visible, residential mailboxes between 10:00 a.m. and 3:00 p.m. on all days of scheduled mail delivery by the United States Postal Service; K. In any parking place or area designated as handicapped parking by displaying the international blue and white handicapped symbol of a wheelchair; provided, that it shall not be a violation of this chapter to stand, stop or park a vehicle in a place or area so designated when the vehicle clearly displays the handicapped symbol on a license plate, window decal or card as provided by RCW 46.16.830. A person charged with a violation hereof shall not be determined to have committed a violation if he produces in court or prior to the court appearance the special plate, special card or special decal required hereunder or demonstrates he was entitled to the same at the time of being ticketed. (Ord. 368 § 1, 1990). 10.24.015 On-Street Parking On-street parking shall be reserved for the parking of cars, pick- limits of Yelm. Recreational vehicles, boats, off-road vehicles, trailers, or commercial vehicles as defined by Yelm Municipal Code shall not be parked on streets or on public right of way within the city limits of Yelm for any amount of time. 1. Such vehicles may be parked for a period not to exceed 48 hours for the purpose of loading or unloading of the vehicle. 2. Recreational vehicles (RVs) may be occupied, parked in the driveway of a residence, or on the street or public right of way for a period not to exceed 10 days, four times in a calendar year. A Temporary Use permit from the City of Yelm is required for each ten day period. 3. In no event shall power cords, extension cords, garden hoses, or other like devices be run from the RV across the public right-of-way or sidewalk to a residential dwelling or like source. 4. Construction dumpsters, construction vehicles, and construction equipment may be parked on the street in neighborhoods/subdivisions currently under construction. Off- Street Parking All parking areas shall be surfaced with asphalt, concrete or similar pavement so as to provide a permanent all-weather surface that is durable and dust-free and shall be so graded and drained as to properly dispose of all surface water. Gravel surfaces are not acceptable or approved surface material. 10.24.020 Obstruction of traffic prohibited Exception. No person shall park or leave standing any vehicle, whether attended or unattended, upon the main traveled part of any street or highway; provided, however, that this section shall not apply to the driver of any vehicle which is disabled while on such main portion of such street or highway, in such manner and to such extent that it is impossible to avoid stopping and temporarily leaving such disabled vehicle in such position. (Ord. 368 § 2, 1990). 10.24.030 Parking in alleys. No person shall park a vehicle within an alley in such a manner or under such conditions as to leave available less than eight feet of the width of the roadway for the free movement of vehicular traffic, and no person shall stop, stand, or park a vehicle within an alley in such position as to block the driveway entrance to any abutting property. (Ord. 368 § 3, 1990). 10.24.040 Parking for certain purposes prohibited. No person shall park a vehicle upon a roadway for the principal purpose of: A. Displaying such vehicle for sale or for advertising services for vehicles; B. Washing, greasing or repairing such vehicle except repairs necessitated by emergency. (Ord. 368 § 4, 1990). 10.24.050 Parking prohibited on narrow streets. A. When the width of an improved roadway does not exceed 20 feet, the department of public works is authorized to erect signs indicating no parking upon both sides of such street. When the width of the improved roadway is between 20 and 28 feet, the department of public works is authorized to erect a sign indicating no parking upon one side of the street. B. When official signs prohibiting parking are erected upon narrow streets as provided in this section, no person shall park a vehicle upon any such street in violation of any sign. (Ord. 368 § 5, 1990). 10.24.060 Angle parking prohibited. Angle parking on all county roads is prohibited. or right-of-way in a position other than substantially parallel to the curb, shoulder or other road extremity. (Ord. 368 § 6, 1990). 10.24.070 One-way and two-way road parking regulations State parking signs. A. Except as otherwise provided in this section, every vehicle stopped or parked upon a two-way roadway shall be so stopped or parked with the right-hand wheels parallel to and within 12 inches of the right-hand curb or edge of the roadway. B. Except when otherwise provided in this section, every vehicle stopped or parked upon a one-way roadway shall be so stopped or parked parallel to the curb or edge of the roadway, in the direction of authorized traffic movement, with its right-hand wheels within 12 inches of the right-hand curb or edge of the roadway, or its left-hand wheels within 12 inches of the left-hand curb or edge of the roadway. C. The State Highway Commission with respect to highways under its jurisdiction may place signs prohibiting or restricting the stopping, standing or parking of vehicles on any highway where, in its opinion, as evidenced by resolution or order, such stopping, standing or parking is dangerous to those using the highway or where the stopping, standing or parking of vehicles would unduly interfere with the free movement of traffic thereon. Such signs shall be official signs and no person shall stop, stand or park any vehicle in violation of the restriction stated on such signs. (Ord. 368 § 7, 1990). 10.24.080 Notices on illegally parked vehicles. Whenever any motor vehicle without operator is found parked, angle-parked or stopped in violation of any of the restrictions imposed in this chapter, the officer finding such vehicle shall record its license number and may take any other information displayed on the vehicle which may identify its operator or owner, and shall conspicuously affix to such vehicle notice in writing for the operator or owner to answer to the charge against him within 15 days at a place specified in the notice. The officer shall deposit the complaint and the abstract of court record copy of such traffic complaint and citation with the municipal court of the city. (Ord. 368 § 8, 1990). 10.24.090 Failure to comply with notice attached to parked vehicle. If the operator or owner in violation of the restriction on stopping, standing or parking does not appear in response to a notice affixed to such motor vehicle within a period of 15 days, the clerk of the court shall send to the operator or owner of the motor vehicle to which the notice was affixed a letter informing him of the violations and warning him that in the event such a letter is disregarded for a period of 14 days, a warrant of arrest will be issued. The court shall issue the warrant for the arrest of any defendant who has failed to appear before the court either in person or by counsel in answer to such notice and letter within 15 days from the date of mailing. (Ord. 368 § 9, 1990). 10.24.100 Presumption in reference to illegal parking. A. In any prosecution charging a violation of any law or regulation governing the standing or parking of a vehicle, proof that the particular vehicle described in the complaint was parked in violation of any such law or regulation, together with proof that the defendant named in the complaint was at the time of such parking a registered owner of such vehicle, shall constitute prima facie evidence that the registered owner of such vehicle was the person who parked or placed such vehicle at the point where, and for the time during which, such violation occurred. B. The presumption stated in subsection A of this section shall apply only when the procedure prescribed in YMC 10.24.080 has been followed. (Ord. 368 § 10, 1990). 10.24.110 Impoundment and removal of illegally stopped or parked vehicle. A. Whenever any police officer finds a vehicle standing upon a highway in violation of any of the provisions of YMC 10.24.010, such officer is authorized to move such vehicle, or require the driver or other person in charge of the vehicle to move the same, to a position of the main traveled part of such highway. B. Whenever any police officer finds a vehicle unattended upon any bridge or causeway or in any location where such vehicle constitutes an obstruction to traffic, such officer is authorized to provide for the removal of such vehicle to the nearest garage or other place of safety. C. The charge for removal of a vehicle as authorized in subsections A and B of this section shall be fixed by the police chief of the city. The police chief may perform the removal service directly or through a private firm. A private firm providing such removal services shall post the authorized charges therefor prominently at its place of business. The costs incurred in the removal of such a § 11, 1990). Meeting Date: April 23, 2024 CITY COUNCIL AGENDA ITEM SUMMARY City of Yelm, Washington AGENDA ITEM: ORDINANCE 1114 CHANGES TO YELM MUNICIPAL CODE CHAPTER 18.22.050 ACTION REQUESTED: Move to adopt ordinance 1114 changes to Yelm Municipal Code 18.22.050 Adult Care Facilities KEY FACTS AND INFORMATION SUMMARY: Our Yelm Municipal Code lacks language addressing sprinkler requirements for the conversion of a residential unit into an adult care facility. Installing an NFPA approved automatic fire sprinkler system will protect not only the vulnerable population of physical or mentally challenged occupants it will also protect emergency personnel. ATTACHMENTS: Ordinance 1114 City of Yelm Municipal Code Chapter 18.22 with proposed changes highlighted. Respectfully Submitted: __________________ Chris Vaccaro Building Official 1 | Page ORDINANCE NO. 1114 AN ORDINANCE OF THE CITY OF YELM, WASHINGTON, AMENDING YELM MUNICIPAL CODE 18.22 FIRE CODE WHEREAS, to create stronger, more defined code language that will enhance protections for the vulnerable populations that reside in Adult Care Facilities that were converted from a residential structure; and WHEREAS, to place in our code 18.22.050 requiring an National Fire Protection Agency approved automatic sprinkler system in all Adult Care Facilities that were former residential units; and WHEREAS, the City Council routinely reviews and revises the City of Yelm Municipal Code; now, therefore, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF YELM AS FOLLOWS: Yelm Municipal Code 18.22.050 Adult Care Facilities as set forth on the attached Code Changes Chapter 18.22.050. Adopted by the Yelm City Council at the regular meeting this 23rd day of April 2024. ____________________________ Joe DePinto, Mayor ATTEST: _____________________________ Kathy Linnemeyer, City Clerk PUBLISHED: EFFECTIVE DATE: Division 4. Buildings and Construction Chapter 18.22 FIRE CODE Sections: 18.22.010 Adoption. 18.22.020 Administration and enforcement. 18.22.030 Appeal of decisions. 18.22.040 Committee to determine new materials, processes or occupancies. 18.22.050 Adult Care Facilities 18.22.010 Adoption. Those certain documents, one copy of which is on file in the office of the city clerk/treasurer, being by the International Code Council, and amended by Chapter 51-54A WAC, are adopted as the code of the city prescribing regulations governing conditions hazardous to life and property from fire or explosion. (Ord. 995 § 12 (Exh. A), 2015). 18.22.020 Administration and enforcement. The International Fire Code as adopted shall be administered and enforced by the Yelm fire marshal, as appointed by the city administrator. (Ord. 995 § 12 (Exh. A), 2015). 18.22.030 Appeal of decisions. Whenever the fire marshal, or any duly appointed official acting under the supervision of the fire chief of the local fire district serving the city of Yelm denies a permit applied for under the International Fire Code, or if the applicant claims that the provisions of the International Fire Code were not applied appropriately, the applicant may appeal the decision to the hearing examiner as provided in Chapter 18.14 YMC. (Ord. 995 § 12 (Exh. A), 2015). 18.22.040 Committee to determine new materials, processes or occupancies. The fire marshal and the public works director shall act as a committee to determine and specify, after giving affected persons an opportunity to be heard, any new materials, processes, or occupancies for which permits are required in addition to those now enumerated in the International Fire Code. A list of any such new materials, processes or occupancies requiring permits shall be posted by the fire chief of the local fire district serving the city of Yelm in a conspicuous place in his/her office, and by the city clerk/treasurer in a conspicuous place in the City Hall, and copies thereof shall be distributed to interested persons. (Ord. 995 § 12 (Exh. A), 2015). 18.22.050 Adult Care Facilities The City of Yelm recognizes the inherent fire safety benefits of properly maintained fire sprinkler systems and their ability to prevent loss of life during a building fire. Therefore; Any occupancy meeting the definition of R-4 Condition 1 and Condition 2 in the most currently adopted International Fire Code shall be equipped with a fire sprinkler system that meets the standards and specifications of the National Fire Protection Agency latest adopted edition of NFPA 13. Any occupancy used as an adult care facility, meeting the definition of an R-3 in the most current adopted Washington State Fire Code shall be equipped with a fire sprinkler system that meets the standards and specifications of the National Fire Protection Association latest adopted edition of the NFPA 13. Meeting Date: _____________ CITY COUNCIL AGENDA ITEM SUMMARY City of Yelm, Washington AGENDA ITEM: ORDINANCE NO 1112 AMENDING FISCAL YEARS 2023-2024 BIENNIAL BUDGET PROPOSED MOTION: MOTION TO ADOPT ORDINANCE NO 1112 AMENDING FISCAL YEARS 2023-2024 BIENNIAL BUDGET KEY FACTS AND INFORMATION SUMMARY: Now that we have closed the fiscal year 2023, we can calculate the actual 2024 Beginning Fund Balances and carryover projects that were not completed in 2023 and must be completed in 2024. The general fund's actual beginning fund balance increased due to one-time revenues, grants, and cost savings. Additional items in Ordinance 1112 include; Lodging Tax increases based on the LTAC recommendations, annual AWC Loss Prevention grant, and a new Climate Pledge Grant that will be used for solar improvements. See below for further details of new budget items, housekeeping items, and project carryovers: 2023 FundRev/ExpdAmountItem Line # NEW ITEMS 1Municipal BuildingExpenditure233,825 Council Action 9/23 Stage change order 2024 Line #FundRev/ExpdAmountItem NEW ITEMS 1GENERALEXPENDITURE10,000 Changes to Employee Enrollments 2TOURISMEXPENDITURE110,000 LTAC Recommendation 3GENERALREVENUE/EXPD75,000 LTAC Award Centennial Celebration 4GENERALEXPENDITURE35,000 CD Consultant Plans & Svcs, will be reimbursed 5GENERALRev/Expd10,000 AWC Loss prevention grant 6STREETEXPENDITURE30,000 Increase to Sidewalk & Street Repair/Maint 7GENERALEXPENDITURE30,000 Real Estate Consultant - Estimate 8GENERALEXPENDITURE12,000 SWAT - 9GENERALEXPENDITURE500,000 Climate Pledge Grant 10GENERALREVENUE500,000 Climate Pledge Grant HOUSEKEEPING ITEMS 1Water FundEXPENDITURE(236,788) Transfers not needed, Debt paid off in PY 1 | Page Meeting Date: _____________ CITY COUNCIL AGENDA ITEM SUMMARY City of Yelm, Washington CARRYOVERS & PROJECTS 1GENERALEXPENDITURE13,410 LAW ENFORCEMENT FUEL 2GENERALEXPENDITURE3,894 WASPC Grant carryover 3GENERALEXPENDITURE3,003 Nisqually Grant Carryover 4MUNICIPAL BLDG REVENUE195,000 CDBG Grant carryover 5MUNICIPAL BLDG REVENUE(20,340) Dept of Commerce Solar 6MUNICIPAL BLDG REVENUE15,000 Dept of Commerce EV 7MUNICIPAL BLDG EXPENDITURE(220,000) Dog Park and WRF Access 8MUNICIPAL BLDG REVENUE225,000 Parks & Rec Comm Grant Prairie Line Trail 9MUNICIPAL BLDG EXPENDITURE100,000 Yelm City Park Master Plan 10MUNICIPAL BLDG EXPENDITURE15,000 EV Chargers 11MUNICIPAL BLDG EXPENDITURE316,800 YCC Solar Panels 12WATER CAPITAL IMPR. EXPENDITURE10,000 Water Rights - Professional (Cochrane) 13WATER CAPITAL IMPR. EXPENDITURE50,000 Water Main Improvements Engineering 14WATER CAPITAL IMPR. EXPENDITURE(170,000) Water Main Improvements Inpection 15WATER CAPITAL IMPR. EXPENDITURE1,000,000 SE Reservoir Construction 16WATER CAPITAL IMPR. EXPENDITURE170,000 SE Reservoir Siting and Engineering 17SEWER CAPITAL IMPR. REVENUE448,000 Increase to System Development Charges 18SEWER CAPITAL IMPR. REVENUE499,349 Transfer in from Sewer 19SEWER CAPITAL IMPR. EXPENDITURE499,349 Transfer out to Construction 20SEWER CAPITAL IMPR. REVENUE(177,193) Decrease DOE Loan 21SEWER CAPITAL IMPR. REVENUE(208,000) Decrease DOE Grant Biodryer WRF PHASE 2 UPGRADES-EQUIPMENT (SCH A) 22SEWER CAPITAL IMPR. EXPENDITURE1,400,000 WRF PHASE 2 UPGRADES-CONSTRUCTION (SCH A) 23SEWER CAPITAL IMPR. EXPENDITURE(3,600,000) WRF PHASE 2 UPGRADES-CONST INSP (SCH A) 24SEWER CAPITAL IMPR. EXPENDITURE350,000 WRF PHASE 2 UPGRADES-EQUIPMENT (SCH B) 25SEWER CAPITAL IMPR. EXPENDITURE950,000 WRF PHASE 2 UPGRADES-CONSTRUCTION (SCH B) 26SEWER CAPITAL IMPR. EXPENDITURE(1,500,000) WRF PHASE 2 UPGRADES-CONST INSP (SCH B) 27SEWER CAPITAL IMPR. EXPENDITURE(40,000) 28GENERALEXPENDITURE142,000 Comprehensive Plan 29GENERALREVENUE125,000 Comprehensive Plan Grant 30GENERALEXPENDITURE500,000 Habitat Conservation Plan 31GENERALREVENUE500,000 US Dept of Fish and Wildlife Grant 2 | Page Meeting Date: _____________ CITY COUNCIL AGENDA ITEM SUMMARY City of Yelm, Washington ATTACHMENTS: Ordinance No. 1112 Fiscal Year 2023 First Quarter Budget Amendment Respectfully Submitted: __________________ Stephanie Nanavich, Finance Director 3 | Page ORDINANCE NO. 1112 AN ORDINANCE OF THE CITY OF YELM AMENDING ORDINANCE NO. 1088 AND 1092, 1099, 1103 AND 1106 WHICH ADOPTED AND AMENDED THE CITY OF 9\[a͸{ .L9bbL!\[ . 5D9 Chw THE YEARS 2023/2024, AND SET 2024 ACTUAL BEGINNING FUND BALANCES, AND APPROVING AN ORDINANCE SUMMARY FOR PUBLICATION. WHEREAS, on November 22, 2022, the City Council of the City of Yelm adopted Ordinance No 1088 which adopted the 2023-2024 biennial budget of the City of Yelm; and WHEREAS, on April 25, 2023, the City of Council Adopted Ordinance No. 1092 amending the 2023-2024 biennial budget; and, WHEREAS, on June 27, 2023, the City of Council Adopted Ordinance No. 1099 amending the 2023-2024 biennial budget; and, WHEREAS, on August 22, 2023, the City of Council Adopted Ordinance No. 1103 amending the 2023-2024 biennial budget; and, WHEREAS, on November 28, 2023, the City of Council Adopted Ordinance No. 1106 amending the 2023-2024 biennial budget; and, WHEREAS, the City has now closed Fiscal Year 2023 and has calculated actual Fiscal Year 2024 Beginning Fund Balances; and, WHEREAS, the City has project carryovers and additional items to add to the biennial budget that could not be foreseen or estimated with the last budget amendment. BE IT ORDAINED BY THE COUNCIL OF THE CITY OF YELM AS FOLLOWS: Section 1. The biennial budget for the City of Yelm for the years 2023/2024, Ordinance No. 1112, is ŷĻƩĻĬǤ ğƒĻƓķĻķ ǞźƷŷ ƷŷĻ /źƷǤ /ƚǒƓĭźƌ͸ƭ ğķƚƦƷźƚƓ ƚŅ ƷŷĻ one copy of which has been and now is on file with the office of the City Clerk, by this reference is hereby incorporated herein as if set forth in full and said final biennial budget shall be and the same is hereby adopted in full. Section 2. Attached hereto and identified as Exhibit A, in summary form, are the totals of estimated revenues and appropriations for each separate fund and the aggregate totals for all such funds combined in the first year of the 2023/2024 biennial budget, and by this reference said Exhibit A is incorporated herein as it set forth in full. Section 3. This budget amendment adds one seasonal employee for the Parks Recreation Program. Section 4. A copy of this amending ordinance shall be transmitted by the City Clerk to the State !ǒķźƷƚƩ͸ƭ hŅŅźĭĻ ğƓķ ƭǒĭŷ ƚƷŷĻƩ ŭƚǝĻƩƓƒĻntal agencies as provided by law. rd Section 5. Adopted by the Yelm City Council at the regular meeting this 23 day of April 2024. ____________________________ Joe DePinto, Mayor ATTEST: _____________________________ Kathy Linnemeyer, City Clerk PUBLISHED: EFFECTIVE DATE: Fiscal Year 2023AmendedAmended Beg. FundAmendedTotalAmendedEnd. Fund FUNDBalance+Revenues=Resources-Expenditures=Balance General Fund City of Yelm General Fund (001)4,357,832 9,607,107 13,964,939 10,155,290 3,809,649 Total for General Fund4,357,832 9,607,107 13,964,939 10,155,290 3,809,649 Utility Enterprise Funds Stormwater Enterprise Fund (400)650,813 709,535 1,360,348 397,312 963,036 Water Enterprise Fund (401)4,902,821 3,193,961 8,096,782 5,277,111 2,819,671 Wastewater Enterprise Fund (412)2,969,215 3,564,275 6,533,490 5,463,008 1,070,482 Total for Enterprise Funds8,522,849 7,467,771 15,990,620 11,137,431 4,853,189 Special Purpose Funds -- - City Streets (101)38,102 709,535 747,637 662,510 85,127 Tourism Promotion (107)340,662 25,500 366,162 40,000 326,162 Affordable Housing (112)- 25,000 25,000 25,000 - Transportation Facilities (120)529,257 88,250 617,507 - 617,507 Total Special Purpose Funds908,021 848,285 1,756,306 727,510 1,028,796 ER&R Funds -- - IT Services ER&R (501)354,880 584,630 939,510 514,547 424,963 Capital Equipment ER&R (502)1,278,863 391,845 1,670,708 402,020 1,268,688 Total ER&R Funds1,633,743 976,475 2,610,218 916,567 1,693,651 Capital Projects Funds -- - Municipal Building Projects (302)587,635 1,418,821 2,006,456 1,397,983 608,473 Road & Street Construction (316)1,255,921 480,700 1,736,621 278,973 1,457,648 Water Improvements (404)1,698,850 3,108,504 4,807,354 900,445 3,906,909 Sewer/Reuse Improvements (413)775,144 18,073,604 18,848,748 17,709,161 1,139,587 Total Capital Projects Funds4,317,550 23,081,629 27,399,179 20,286,562 7,112,617 Debt Service Funds -- - LTGO Bond Fund (200)25,585 469,328 494,913 469,076 25,837 Killion LID (202)223,337 71,573 294,910 294,910 - Sewer Debt Service (203)106,039 173,276 279,315 173,026 106,289 Sewer Debt Service Reserve (204)431,182 500 431,682 - 431,682 Water Revenue Bond Debt Service (405)515,772 640,464 1,156,236 597,168 559,068 Water Debt Service Reserve (406)528,324 - 528,324 - 528,324 Sewer Bond Debt Service and Reserve (415)123,346 300 123,646 - 123,646 Total Debt Service Funds1,953,585 1,355,441 3,309,026 1,534,180 1,774,846 Reserve Funds -- - Cumulative Reserve (104)397,243 30,500 427,743- 427,743 Deposits & Retainage (119)8,133 - 8,133 - 8,133 Utility Consumer Deposits (402)93,109 5,000 98,109 5,000 93,109 Total Reserve Funds498,485 35,500 533,985 5,000 528,985 Totals 43,372,20822,192,065 65,564,273 44,762,539 20,801,734 Fiscal Year 2024AdjustedAmendedAmended Beg. FundAmendedTotalAmendedEnd. Fund FUND Balance+Revenues=Resources-Expenditures=Balance General Fund City of Yelm General Fund (001)5,306,211 9,761,001 15,067,212 10,228,142 4,839,071 Total for General Fund5,306,211 9,761,001 15,067,212 10,228,142 4,839,071 Utility Enterprise Funds Stormwater Enterprise Fund (400)817,970 440,404 1,258,374 379,403 878,971 Water Enterprise Fund (401)3,942,562 3,193,961 7,136,522 4,925,321 2,211,201 Wastewater Enterprise Fund (412)1,572,814 3,704,726 5,277,540 4,325,694 951,846 Total for Enterprise Funds6, 7,339,090333,346 13,672,436 9,630,418 4,042,018 Special Purpose Funds -- City Streets (101)25,773 734,535 760,308 704,142 56,166 Tourism Promotion (107)369,412 25,500 394,912 150,000 244,912 Affordable Housing (112)(300) 25,000 24,700 25,000 (300) Transportation Facilities (120)773,728 88,250 861,978 - 861,978 Total Special Purpose Funds1, 873,285168,613 2,041,898 879,142 1,162,756 ER&R Funds -- IT Services ER&R (501)455,021 586,930 1,041,951 504,404 537,547 Capital Equipment ER&R (502)1,373,867 374,785 1,748,652 265,727 1,482,925 Total ER&R Funds1, 961,715828,888 2,790,603 770,131 2,020,472 Capital Projects Funds -- Municipal Building Projects (302)(155,443) 817,160 661,717 211,800 449,917 Road & Street Construction (316)1,392,608 410,000 1,802,608 425,000 1,377,608 Water Improvements (404)4,024,960 2,508,504 6,533,464 5,030,000 1,503,464 Sewer/Reuse Improvements (413)(630,683) 18,540,741 17,910,058 15,579,161 2,330,897 Total Capital Projects Funds4, 22,276,405631,442 26,907,847 21,245,961 5,661,886 Debt Service Funds -- - LTGO Bond Fund (200)28,133 469,328 497,461 469,076 28,385 Killion LID (202)363,088 - 363,088 - 363,088 Sewer Debt Service (203)111,336 173,276 284,612 173,026 111,586 Sewer Debt Service Reserve (204)451,503 500 452,003 - 452,003 Water Revenue Bond Debt Service (405)540,349 597,418 1,137,767 597,168 540,599 Water Debt Service Reserve (406)553,265 - 553,265 - 553,265 Sewer Bond Debt Service and Reserve (415)227,772 300 228,072 - 228,072 Total Debt Service Funds2, 1,240,822275,445 3,516,267 1,239,270 2,276,997 Reserve Funds -- - Cumulative Reserve (104)446,151 30,500 476,651 - 476,651 Deposits & Retainage (119)149 - 149 - 149 Utility Consumer Deposits (402)95,599 5,000 100,599 5,000 95,599 Total Reserve Funds 35,500541,899 577,399 5,000 572,399 Totals 22,085,843 64,573,661 43,998,064 20,575,597 ¸ ¸ ¸ BID DOCUMENTS Contract Provisions and Plans For Construction of: City of Yelm Public Works Department March 2024 (this page left intentionally blank) PROJECT ENGINEER CERTIFICATION For Construction of: DowntownParking Lot As the Engineer in direct responsible charge of developing these contract provisions, I certify these provisions have been developed or incorporated into this project under my supervision or as a result of certified specifications provided by other licensed professionals. ____________________ Aaron Knight, PE Project Manager 403303135 Date: _____________________ (this page left intentionally blank) 4!",% /& #/.4%.43 CONTRACT DOCUMENTS ...................................................................................................... 1 ADVERTISEMENT FOR BIDS .................................................................................................................. 3 ............................................................................................................................ 5 PROPOSAL FORM ................................................................................................................................. 7 PROPOSAL BOND ............................................................................................................................... 13 STATEMENT OF BIDDER'S QUALIFICATIONS ...................................................................................... 15 NON-COLLUSION DECLARATION ........................................................................................................ 19 LOCAL AGENCY SUBCONTRACTOR LIST ............................................................................................. 21 PERFORMANCE BOND ....................................................................................................................... 23 PAYMENT BOND ................................................................................................................................ 25 STATEMENT OF INTENT TO PAY PREVAILING WAGES ....................................................................... 27 SPECIAL PROVISIONS ......................................................................................................... 31 INTRODUCTION TO THE SPECIAL PROVISIONS .................................................................................. 33 DIVISION 1 ......................................................................................................................... 35 DESCRIPTION OF WORK ..................................................................................................................... 35 1-01 DEFINITIONS AND TERMS ............................................................................................... 35 1-02 BID PROCEDURES AND CONDITIONS.............................................................................. 37 1-03 AWARD AND EXECUTION OF CONTRACT ....................................................................... 42 1-04 SCOPE OF THE WORK ..................................................................................................... 44 1-05 CONTROL OF WORK ....................................................................................................... 45 1-06 CONTROL OF MATERIAL ................................................................................................. 53 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ............................................ 54 1-08 PROSECUTION AND PROGRESS ...................................................................................... 63 1-09 MEASUREMENT AND PAYMENT .................................................................................... 67 DIVISION 2 ......................................................................................................................... 71 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP ......................................................... 71 REMOVAL OF STRUCTURES AND OBSTRUCTIONS.......................................................... 72 ROADWAY EXCAVATION AND EMBANKMENT ............................................................... 73 HAUL ............................................................................................................................... 74 2-06 SUBGRADE PREPARATION .............................................................................................. 75 WATERING ...................................................................................................................... 76 STRUCTURE EXCAVATION............................................................................................... 76 TRIMMING AND CLEANUP ............................................................................................. 77 DIVISION 3 ......................................................................................................................... 79 3-01 PRODUCTION FROM QUARRY AND PIT SITES ................................................................ 79 DIVISION 4 ......................................................................................................................... 81 BALLAST AND CRUSHED SURFACING ............................................................................. 81 DIVISION 5 ......................................................................................................................... 83 5-04 HOT MIX ASPHALT .......................................................................................................... 83 City of Yelm Downtown Parking Lot Project Manual Page | i DIVISION 7 ....................................................................................................................... 107 7-03 VACANT ........................................................................................................................ 107 7-03 BIORETENTION FACILITY ............................................................................................... 107 DIVISION 8 ....................................................................................................................... 109 EROSION CONTROL AND WATER POLLUTION CONTROL ............................................. 109 ROADSIDE RESTORATION ............................................................................................. 111 8-04 CURBS, GUTTERS, AND SPILLWAYS .............................................................................. 113 8-14 CEMENT CONCRETE SIDEWALKS .................................................................................. 114 8-19 VACANT ........................................................................................................................ 116 8-19 RESOLUTION OF UTILITY CONFLICTS ............................................................................ 116 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL .............................................................................................................................. 117 8-21 PERMANENT SIGNING .................................................................................................. 121 8-22 PAVEMENT MARKING .................................................................................................. 122 8-26 VACANT ........................................................................................................................ 123 8-26 BOLLARDS ..................................................................................................................... 123 DIVISION 9 ....................................................................................................................... 125 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS ...................................................................................................... 125 EROSION CONTROL AND ROADSIDE PLANTING ........................................................... 125 9-29 ILLUMINATION, SIGNALS, ELECTRICAL ......................................................................... 126 APPENDICES APPENDIX A PUBLIC SERVICES CONTRACT TEMPLATE APPENDIX B WASHINGTON STATE PREVAILING WAGE RATES APPENDIX C WSDOT STANDARD PLANS (GR9) APPENDIX D SWPPP City of Yelm Downtown Parking Lot Project Manual Page | ii CONTRACT DOCUMENTS City of Yelm Downtown Parking Lot Project Manual Page | 1 (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 2 Advertisement for Bids !$6%24)3%-%.4 &/2 ")$3 All bids will be tabulated and bid results will be E- Exchange for this RFB. There will not be a public bid opening. an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shall be forfeited to the City of Yelm. The City of Yelm reserves the right to reject any or all bids and to waiver any informalities in the bidding. This project consists of the Downtown Parking Lot construction and includes grading, paving, and electrical work, for a parking lot bordered by Washington Ave., 3rd Street, and an alley way. Work will also include the construction of stormwater facilities to handle the runoff produced on the proposed parking lot and all other work all in accordance with the Contract Plans, Special Provisions, and the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction and the City of Yelm Standard Drawings and Specifications. Time for completion of this project is 25 Working Days. estimate is approximately $450,000 to $500,000. All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents. All questions must be directed in written form only to Brad Chatwood, PM, by email at BradC@yelmwa.gov by 3:00 pm on Friday, April 5, 2024. Contract Documents for bidding including Project Presentation, Project Manual, and Addendums may be viewed free of charge, through the Builders Exchange of Washington, www.bxwa.com, and clicking posted projects, public works, and city of Yelm. Dates of Publication: Nisqually Valley News: March 28, 2024, April 4, 2024 Daily Journal of Commerce: March 28, 2024, April 4, 2024 City of Yelm Downtown Parking Lot Project Manual Page | 3 Advertisement for Bids (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 4 Bidder must execute and return with submittal: 1. PROPOSAL FORM - The lump sum bid price must be shown in the space provided. The proposal shall be filled in and signed by the bidder. All addenda must be acknowledged. 2. 3. STATEMENT OF BIDDERS QUALIFICATIONS 4. NON-COLLUSION DECLARATION 5. SUBCONTRACTOR LIST After the Contract is awarded, execute: 1. CITY OF YELM PUBLIC SERVICES CONTRACT A template of the Public Services Contract is included by appendix. A completed, project specific version of the contract will be provided to the Contractor. 2. PERFORMANCE BOND 3. PAYMENT BOND 4. STATEMENT OF INTENT TO PAY PREVAILING WAGES City of Yelm Downtown Parking Lot Project Manual Page | 5 (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 6 Proposal Form 02/0/3!, &/2- Bidder: Address: Date: TO: CITY OF YELM ADDRESS: 106 2nd St SE Yelm, WA 98597 PROJECT: Downtown Parking Lot The undersigned hereby certify(ies) that he/they have personally examined the location and construction details of work as outlined on the plans and specifications for Downtown Parking Lot and have read and thoroughly understand the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for said work and hereby propose to undertake and complete the work embraced in this improvement in accordance with said plans, specifications, and contract at the attached schedule of rates and unit prices. ADDENDA Receipt of Addenda numbers _____ through _____ is hereby acknowledged. City of Yelm Downtown Parking Lot Project Manual Page | 7 Proposal Form (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 8 Proposal Form (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 10 Proposal Form PROPOSAL FORM (Continued) I F S OLE P ROPRIETOR OR P ARTNERSHIP IN WITNESS hereto, the undersigned has set his (its) hand this day of , 2021. Signature of Bidder Title I F C ORPORATION IN WITNESS WHEREOF, the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this day of , 20___. Name of Corporation By Secretary Title Sworn to before me this day of , 20___. Notary Public in and for the State of Washington residing at NOTE: 1. If the Bidder is a co-partnership, so state, giving the name under which business is transacted. 2. If the Bidder is a corporation, this proposal must be executed by the duly authorized officials and notarized. City of Yelm Downtown Parking Lot Project Manual Page | 11 Proposal Form (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 12 Proposal Bond 02/0/3!, "/.$ KNOW ALL MEN BY THESE PRESENTS, That we, _________________________________ of ____________________________ as principal, and the ___________________________________ a corporation duly organized under the laws of the state of ____________________, and authorized to do business in the State of Washington, as surety, are held and firmly bound unto the City of Yelm in the full and penal sum of five (5) percent of the total amount of the bid proposal of said principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. The condition of this bond is such, that whereas the principal herein is herewith submitting his or its sealed proposal for the following construction Project to wit: City of Yelm, Downtown Parking Lot said bid and proposal, by reference thereto, being made a part hereof. NOW, THEREFORE, If the said proposal bid by said principal be accepted, and the contract be awarded to said principal, and if said principal shall duly make and enter into and execute said contract and shall furnish bond as required by the within a period of twenty (20) days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall remain and be in full force and effect. IN TESTIMONY WHEREOF, The principal and surety have caused these presents to be signed and sealed this _______________ day of ____________________, __________. _________________________________________ _________________________________________ (Principal) _________________________________________ (Surety) _________________________________________ (Attorney-in-fact) City of Yelm Downtown Parking Lot Project Manual Page | 13 Proposal Bond (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 14 34!4%-%.4 /& ")$$%2͒3 15!,)&)#!4)/.3 Name of Contractor ______________________________________________________________ Address ________________________________________________________________________ Telephone and Contact Person for this Bid ____________________________________________ Number of years the contractor has been engaged in the construction business under the present firm name indicated: _________________________________________________________________ Gross dollar amount of work under contract: $ _________________________________________ Gross dollar amount of contracts not completed: $ ______________________________________ Type of work generally performed by Contractor: _______________________________________ ______________________________________________________________________________ ______________________________________________________________________________ List of five projects of a similar size and nature that have been completed by the contractor within the last ten years including the project name, year of construction, contracting agency, contract phone number and the gross dollar amount of each project: Project Name Construction Agency Name Contact Name Dollar Year and Number Amount City of Yelm Downtown Parking Lot Project Manual Page | 15 STATEMENT OF BIDDER'S QUALIFICATIONS (continued) List of five major pieces of equipment which are anticipated to be used on this project by the contractor and note which items are owned by the contractor and which are to be leased or rented from others: City of Yelm Downtown Parking Lot Project Manual Page | 16 STATEMENT OF BIDDER'S QUALIFICATIONS (continued) Bank References: ________________________________________________________________ How many general superintendents or other responsible employees in a supervisory position do you have at this time and how long have they been with this contractor? ________________________ Have you changed bonding companies within the last three years? _________________________ If so, why? (optional) _____________________________________________________________ Have you ever been sued by the client on any public works contract for a special district, municipality, county, or state government? _______________________________________________________ For what reason? ________________________________________________________________ Disposition of case, if settled: ______________________________________________________ Washington State: Department of Labor and Industries Workmen's Compensation Account No.: _________________ Department of Licenses Contractor's Registration No.: ___________________________________ Employment Security Department Number: ___________________________________________ Excise Tax Registration Number: ___________________________________________________ IRS Employer Number: ___________________________________________________________ Percentage of work to be performed by General Contractor: ______________________________ ___________________________________ BIDDER ___________________________________ By (signed) ___________________________________ TITLE City of Yelm Downtown Parking Lot Project Manual Page | 17 (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 18 Non-Collusion Declaration NON-#/,,53)/. $%#,!2!4)/. Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. 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 to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll- 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 activities. 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. City of Yelm Downtown Parking Lot Project Manual Page | 19 Non-Collusion Declaration (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 20 Local Agency Subcontractor List ,/#!, !'%.#9 35"#/.42!#4/2 ,)34 Local Agency Subcontractor List Local Agency Name City of Yelm Prepared in compliance with RCW 39.30.060 as amended Local Agency Address To Be Submitted with the Bid Proposal Yelm City Hall, 106 2nd St SE, Yelm, WA 98597 Project Name_________________________________________________________________ Failure to list subcontractors with whom the bidder, if awarded the contract, will directly subcontract for performance of the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical, as described in Chapter 19.28 RCW or naming more than one subcontractor to perform the same work with result in your bid being non-responsive and therefore void. Subcontractor(s) with whom the bidder will directly subcontract that are proposed to perform the work of heating, ventilation and air conditioning, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. To the extent the Project includes one or more categories of work referenced in RCW 39.30.060, and no subcontractor is listed below to perform such work, the bidder certifies that the work will either (i) be performed by the bidder itself, or (ii) be performed by a lower tier subcontractor who will not contract directly with the bidder. Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed City of Yelm Downtown Parking Lot Project Manual Page | 21 Local Agency Subcontractor List Subcontractor Name Work to be Performed * are notified that is the opinion of the enforcement agency that PVC or metal conduit, junction boxes, etc, are considered electrical equipment and therefore considered part of electrical work, even if the installation is for future use and no wiring or electrical current is connected during the project. Form 271-015A EF DOT Revised 08/2012 City of Yelm Downtown Parking Lot Project Manual Page | 22 Performance Bond 0%2&/2-!.#% "/.$ to City of Yelm, WA Bond No. ____________________ The City of Yelm, Washington has awarded to _____________ (Principal), a contract for the construction of the project designated as City of Yelm, Downtown Parking Lot in Yelm, Washington (Contract), and said Principal is required to furnish a bond for performance of all obligations under the Contract. The Principle, and ______________ (Surety), a corporation, organized under the laws of the State of ____________ and licensed to do business in the State of Washington as surety and Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the City of Yelm, in the sum of _____________________________________________ US Dollars ($ ___________ ) Total Contract Amount, subject to the provisions herein. This statutory performance bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall well and faithfully perform all of the obligations under the Contract and fulfill all terms and conditions of all duly authorized modifications, additions, and changes to said Contract that may hereafter be made, at the time and in the manner therein specified; and if such performance obligations have not been fulfilled, this bond shall remain in force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two (2) original counterparts, and shall be signed by the fully executed and original power of attorney for the office executing on behalf of the surety. PRINCIPLE SURETY Principle Signature Surety Signature Date Date Printed Name Printed Name Date Date City of Yelm Downtown Parking Lot Project Manual Page | 23 Performance Bond Title Title Name, address, and telephone of local office/agent of Surety Company is: Approved as to form: __________________________________________________________________________ ________________________ \[City or County\] Attorney, \[City of _________________ or _________________ County\] Date Form 272-002A EF DOT 08/2012 City of Yelm Downtown Parking Lot Project Manual Page | 24 Payment Bond 0!9-%.4 "/.$ to \[City of or County\], WA Bond No.____________________ The City of Yelm, Washington has awarded to _____________ (Principal), a contract for the construction of the project designated City of Yelm, Downtown Parking Lot, in Yelm, Washington (Contract), and said Principal is required under the terms of that Contract to furnish a payment bond in accord with Title 39.08 Revised Code of Washington (RCW) and (where applicable) 60.28 RCW. The Principle, and ______________ (Surety), a corporation, organized under the laws of the State of ____________ and licensed to do business in the State of Washington as surety and named in Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the City of Yelm, in the sum of _____________________________________________ US Dollars ($ ___________ ) Total Contract Amount, subject to the provisions herein. This statutory payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall pay all persons in accordance with RCW 39.08, 39.12, and 60.28 including all workers, laborers, mechanics, subcontractors, and materialmen, and all person who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work, and all taxes incurred on said Contract under Titles 50 and 51 RCW and all taxes imposed on the Principal under Title 82 RCW; and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any changes, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the office executing on behalf of the surety. PRINCIPLE SURETY Principle Signature Surety Signature Date Date City of Yelm Downtown Parking Lot Project Manual Page | 25 Payment Bond Printed Name Printed Name Date Date Title Title Name, address, and telephone of local office/agent of Surety Company is: Approved as to form: __________________________________________________________________________ ________________________ \[City or County\] Attorney, \[City of _________________ or _________________ County\] Date City of Yelm Downtown Parking Lot Project Manual Page | 26 Statement of Intent to Pay Prevailing Wages 34!4%-%.4 /& ).4%.4 4/ 0!9 02%6!),).' 7!'%3 City of Yelm Downtown Parking Lot Project Manual Page | 27 Statement of Intent to Pay Prevailing Wages City of Yelm Downtown Parking Lot Project Manual Page | 28 Statement of Intent to Pay Prevailing Wages City of Yelm Downtown Parking Lot Project Manual Page | 29 Statement of Intent to Pay Prevailing Wages (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 30 SPECIAL PROVISIONS 30%#)!, 02/6)3)/.3 City of Yelm Downtown Parking Lot Project Manual Page | 31 SPECIAL PROVISIONS (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 32 SPECIAL PROVISIONS ).42/$5#4)/. 4/ 4(% 30%#)!, 02/6)3)/.3 (January 4, 2024 APWA GSP, Option A) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2024 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOTGSP) (May 1, 2013 City of Yelm GSP) Agency Special Provision Project specific special provisions are labeled without a date as such: (*****) Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT Manual M21 01, current edition City of Yelm Standard Plans Yelm City Standards for Public Works engineering and Construction 2019 Department of Ecology Stormwater Management Manual for Western Washington Puget Sound Energy Electric Service Handbook, January 2024 (Non-Residential Projects Permanent and Temporary Service) Electric Vehicle Infrastructure; A Guide For Local Governments in Washington State, July 2010 (https://www.psrc.org/sites/default/files/2022-03/electric-vehicle-guidance.pdf) City of Yelm Downtown Parking Lot Project Manual Page | 33 SPECIAL PROVISIONS (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 34 SPECIAL PROVISIONS $)6)3)/. ΐ '%.%2!, 2%15)2%-%.43 $%3#2)04)/. /& 7/2+ (March 13, 1995 WSDOT GSP) This Contract provides for the improvement of ***the Downtown Parking Lot construction and includes grading, paving, and electrical work, for a parking lot bordered by Washington Ave., 3rd Street, and an alley way. Work will also include the construction of stormwater facilities to handle the runoff produced on the proposed parking lot*** and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 $%&).)4)/.3 !.$ 4%2-3 1-01.3 $¤¥¨¨³¨®² (January 19, 2022 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. 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, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, 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. City of Yelm Downtown Parking Lot Project Manual Page | 35 SPECIAL PROVISIONS 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. Supplement this section with the following: All references in the Standard Specifications or WSDOT General Special Provisions, to the terms reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid 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 Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents City of Yelm Downtown Parking Lot Project Manual Page | 36 SPECIAL PROVISIONS Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting 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 ")$ 02/#%$52%3 !.$ #/.$)4)/.3 1-02.1 0±¤°´ «¨¥¨¢ ³¨® ®¥ "¨££¤±² (January 24, 2011, APWA GSP) Delete this section and replace it with the following: 1-02.1 1´ «¨¥¨¢ ³¨®² ®¥ "¨££¤± Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 0« ² £ Specifications (June 27, 2011, APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 2 Furnished automatically upon award. Contract Provisions 2 Furnished automatically upon award. Large plans (e.g., 22" x 34") 0 Additional plans and Contract Provisions may be obtained by the Contractor from the source stated City of Yelm Downtown Parking Lot Project Manual Page | 37 SPECIAL PROVISIONS 1-02.4 %· ¬¨ ³¨® ®¥ 0« ²Ǿ 3¯¤¢¨¥¨¢ ³¨®²Ǿ £ 3¨³¤ ®¥ 7®±ª 1-02.4(1) General (December 30, 2022, APWA GSP, Option B) read: Prospective Bidders desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business five (5) business days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1-02.5 0±®¯®² « &®±¬² (July 31, 2017, APWA GSP) Delete this section and replace it with the following: 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 W 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 Form unless otherwise specified. 1-02.6 0±¤¯ ± ³¨® ®¥ 0±®¯®² « (January 4, 2024 APWA GSP Option B) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last two paragraphs, and replace them with the following: The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form, provided by the Contracting Agency. Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. 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). City of Yelm Downtown Parking Lot Project Manual Page | 38 SPECIAL PROVISIONS 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 DBE 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 DBE requirements are to be satisfied through such an agreement. 1-02.7 "¨£ $¤¯®²¨³ (March 8, 2013, APWA GSP) Supplement this section with the following: 1. Bid bonds shall contain the following: 2. Contracting Agency-assigned number for the project; 3. Name of the project; 4. The Contracting Agency named as obligee; 5. 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; 6. 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; 7. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.10 7¨³§£± ¶¨¦Ǿ 2¤µ¨²¨¦Ǿ ®± 3´¯¯«¤¬¤³¨¦ 0±®¯®² « (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the City of Yelm Downtown Parking Lot Project Manual Page | 39 SPECIAL PROVISIONS Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1-02.13 )±±¤¦´« ± 0±®¯®² «² (January 4, 2024 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The Bidder adds provisions reserving the right to reject or accept the Award, or enter into the Contract; c. A price per unit cannot be determined from the Bid Proposal; d. The Proposal form is not properly executed; e. The Bidder fails to submit or properly complete a subcontractor list (WSDOT Form 271-015), if applicable, as required in Section 1-02.6; f. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification (WSDOT Form 272-056), if applicable, as required in Section 1-02.6; g. The Bidder fails to submit Written Confirmations (WSDOT Form 422-031) from each required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; h. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award in accordance with Section 1-07.11; i. The Bidder fails to submit a DBE Bid Item Breakdown (WSDOT Form 272-054), if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; j. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation. 2. Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. The authorized Proposal Form furnished by the Contracting Agency is not used or is altered; City of Yelm Downtown Parking Lot Project Manual Page | 40 SPECIAL PROVISIONS d. The completed Proposal form contains unauthorized additions, deletions, alternate Bids, or conditions; e. Receipt of Addenda is not acknowledged; f. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or g. If Proposal form entries are not made in ink. (******) Supplement this section with the following: The Owner specifically reserves the right to reject any and/or all Bids, and to waive minor informalities. 1-02.14 $¨²°´ «¨¥¨¢ ³¨® /¥ "¨££¤±² (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and th compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business determination. 1-02.15 0±¤ !¶ ±£ )¥®±¬ ³¨® (December 30, 2022 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, City of Yelm Downtown Parking Lot Project Manual Page | 41 SPECIAL PROVISIONS 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 !7!2$ !.$ %8%#54)/. /& #/.42!#4 1-03.1 #®²¨£¤± ³¨® ®¥ "¨£² (December 30, 2022 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 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 %·¤¢´³¨® ®¥ #®³± ¢³ (January 4, 2024 APWA GSP) Revise this section to read: Within 3 calendar days of Award date (not including Saturdays, Sundays and Holidays), the successful Bidder shall provide the information necessary to execute the Contract to the Contracting Agency. The Bidder shall send the contact information, including the full name, email address, and phone number, for the authorized signer and bonding agent to the Contracting Agency. 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 20 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, a satisfactory bond as required by law and Section 1-03.4, the Transfer of Coverage form for the Construction Stormwater General Permit with sections I, III, and VIII completed when provided. 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. City of Yelm Downtown Parking Lot Project Manual Page | 42 SPECIAL PROVISIONS 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 20 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 #®³± ¢³ "®£ (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on Contracting Agency-furnished form(s); 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. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 5. and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). 1-03.7 *´£¨¢¨ « 2¤µ¨¤¶ (December 30, 2022 APWA GSP) Revise this section to read: All decisions made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. City of Yelm Downtown Parking Lot Project Manual Page | 43 SPECIAL PROVISIONS 1-04 3#/0% /& 4(% 7/2+ 1-04.1 )³¤³ ®¥ ³§¤ #®³± ¢³ 1-04.1(2) "¨£ )³¤¬² .®³ )¢«´£¤£ ¨ ³§¤ 0±®¯®² « (******) Delete this Section and replace it with the following: The Contractor shall include all costs of doing the work within the bid items prices. If the Contract Plans, Contract Provisions, Addenda or any other part of the Contract requires work that has no specific bid item in the Proposal form, the entire cost of that work shall be considered incidental and included within other bid items in the Proposal. 1-04.2 #®®±£¨ ³¨® ®¥ #®³± ¢³ $®¢´¬¤³²Ǿ 0« ²Ǿ 3¯¤¢¨ « 0±®µ¨²¨®²Ǿ 3¯¤¢¨¥¨¢ ³¨®²Ǿ £ !££¤£ (December 30, 2022 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Standard Specifications, 6. 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.4 Changes (January 19, 2022 APWA GSP) The first two sentences of the last paragraph of Section 1-04.4 are deleted. 1-04.6 6 ±¨ ³¨® i %²³¨¬ ³¤£ 1´ ³¨³¨¤² (December 30, 2022 APWA GSP, Option B) Revise the first paragraph to read: Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. When the accepted quantity of Work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work unless the total accepted quantity of the Contract item, adjusted to exclude added or deleted amounts included in change orders accepted by both parties, increases or decreases by more than 25 percent from the original Proposal quantity, and if the total extended bid price for that item at time of award is equal to or greater than 10 percent of the total contract price at time of award. In that case, payment for contract work may be adjusted as described herein: City of Yelm Downtown Parking Lot Project Manual Page | 44 SPECIAL PROVISIONS 1-05 #/.42/, /& 7/2+ 1-05.4 #®¥®±¬¨³¸ 7¨³§ £ $¤µ¨ ³¨®² &±®¬ 0« ² £ 3³ ª¤² (January 13, 2021 WSDOT GSP) Section 1-05.4 is supplemented with the following: Contractor Surveying - Roadway The Contracting Agency has provided primary survey control in the Plans. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: City of Yelm Downtown Parking Lot Project Manual Page | 45 SPECIAL PROVISIONS The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. City of Yelm Downtown Parking Lot Project Manual Page | 46 SPECIAL PROVISIONS The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made for the following bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. City of Yelm Downtown Parking Lot Project Manual Page | 47 SPECIAL PROVISIONS 1-05.7 2¤¬®µ « ®¥ $¤¥¤¢³¨µ¤ £ 5 ´³§®±¨¹¤£ 7®±ª (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 unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the this Section. failure to perform the work as required. 1-05.11 &¨ « )²¯¤¢³¨® (October 1, 2005, APWA GSP) Delete this section and replace it with the following: 1-05.11 &¨ « )²¯¤¢³¨®² £ /¯¤± ³¨® « 4¤²³¨¦ 1-05.11(1) 3´¡²³ ³¨ « #®¬¯«¤³¨® $ ³¤ When the Contractor considers the work to be substantially complete, the Contractor shall so notify request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set City of Yelm Downtown Parking Lot Project Manual Page | 48 SPECIAL PROVISIONS the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 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) &¨ « )²¯¤¢³¨® £ 0§¸²¨¢ « #®¬¯«¤³¨® $ ³¤ 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 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) /¯¤± ³¨® « 4¤²³¨¦ It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine City of Yelm Downtown Parking Lot Project Manual Page | 49 SPECIAL PROVISIONS 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. guaranties or warranties furnished under the terms of the contract. 1-05.12 &¨ « !¢¢¤¯³ ¢¤ Add the following new Section: 1-05.12(1) One-9¤ ± '´ ± ³¤¤ 0¤±¨®£ (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of re notice. In case of an emergency, where damage may result from delay or where loss of services may result, such correct in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. (******) Seeding shall be exempted from the Guarantee period. 1-05.13 3´¯¤±¨³¤£¤³²Ǿ , ¡®± £ %°´¨¯¬¤³ ®¥ #®³± ¢³®± (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.15 -¤³§®£ ®¥ 3¤±µ¨¦ .®³¨¢¤² (January 4, 2024 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be served and directed to the Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must City of Yelm Downtown Parking Lot Project Manual Page | 50 SPECIAL PROVISIONS be written in paper format, hand delivered or sent via certified mail delivery service with return receipt requested to the Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new Sections: 1-05.16 7 ³¤± £ 0®¶¤± (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. 1-05.18 2¤¢®±£ $± ¶¨¦² (March 8, 2013, APWA GSP) The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and accurate red-lined field revisions on a daily basis, and within 2 business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept le for review by the Contracting Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting for review. The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a single, experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings for the Contracting Agency without further investigative effort by the Contracting Agency. The Record Drawing markups shall document all changes in the Work, both concealed and visible. Items that must be shown on the markups include but are not limited to: Actual dimensions, arrangement, and materials used when different than shown in the Plans. Changes made by Change Order or Field Order. Changes made by the Contractor. Accurate locations of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting Agency will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings. City of Yelm Downtown Parking Lot Project Manual Page | 51 SPECIAL PROVISIONS When the Contract calls for the Contractor to do the surveying/staking, the applicable tolerance limits include, but are not limited to the following: Vertical Horizontal As-built sanitary & storm invert and grate elevations ± 0.01 foot ± 0.01 foot As-built monumentation ± 0.001 foot ± 0.001 foot As-built waterlines, inverts, valves, hydrants ± 0.10 foot ± 0.10 foot As-built ponds/swales/water features ± 0.10 foot ± 0.10 foot As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot As-built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot As-built signs, signals, etc. N/A ± 0.10 foot Making Entries on the Record Drawings: Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code: Additions: Red Deletions: Green Comments: Blue Dimensions: Graphite Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. Date all entries. Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record Drawings is one of the requirements for achieving Physical Completion. Payment will be made for the following bid item: 1000 Payment for this item will be made on a prorated monthly basis for work completed in accordance with this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid upon submittal and approval of the completed Record Drawings set prepared in conformance with these Special Provisions. A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must bid at least that amount. City of Yelm Downtown Parking Lot Project Manual Page | 52 SPECIAL PROVISIONS 1-06 #/.42/, /& -!4%2)!, 1-06.1 !¯¯±®µ « ®¥ - ³¤±¨ «² 0±¨®± ³® 5²¤ Section 1-06.1 is supplemented with the following: (April 3, 2017 WSDOT GSP) For each proposed material that is required to be submitted for approval using either the QPL or RAM process the Contractor will be allowed to submit for approval two material sources or manufacturers per material type at no cost. Additional material sources or manufacturers may be submitted for approval and will be processed at a cost of $125.00 per material source or manufacturer submitted by QPL submittal and $400.00 per material submitted by RAM. All costs for processing additional material sources or manufacturers will be deducted from monies due or that may come due to the Contractor. Subject to a request by the Contractor and a determination by the Engineer the costs for processing may be waived. 1-06.1(4) & ¡±¨¢ ³¨® Inspection Expense (June 27, 2011, APWA GSP) Delete this section in its entirety. 1-06.2 !¢¢¤¯³ ¢¤ ®¥ - ³¤±¨ «² 1-06.2(2) Statistical %µ «´ ³¨® ®¥ - ³¤±¨ «² ¥®± !¢¢¤¯³ ¢¤ 1-06.2(2)B &¨ ¢¨ « )¢¤³¨µ¤ (January 4, 2024 AWPA GSP) Replace the first sentence of this Section with the following: The maximum Composite Pay Factor shall be 1.00. 1-06.6 2¤¢¸¢«¤£ - ³¤±¨ «² (January 4, 2016, APWA GSP) Delete this section including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete -075 Recycled Materials Reporting. City of Yelm Downtown Parking Lot Project Manual Page | 53 SPECIAL PROVISIONS 1-07 ,%'!, 2%,!4)/.3 !.$ 2%30/.3)"),)4)%3 4/ 4(% 05",)# 1-07.1 , ¶² 4® "¤ /¡²¤±µ¤£ (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 fo 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 p The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 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 1-07.2 3³ ³¤ 4 ·¤² Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 3³ ³¤ 3 «¤² 4 · (June 27, 2011, APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. City of Yelm Downtown Parking Lot Project Manual Page | 54 SPECIAL PROVISIONS 1-07.2(1) 3³ ³¤ 3 «¤² 4 · 2´«¤ ΐΖΐ WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) 3³ ³¤ 3 «¤² 4 · 2´«¤ ΐΖΏ WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). City of Yelm Downtown Parking Lot Project Manual Page | 55 SPECIAL PROVISIONS 1-07.6 0¤±¬¨³² £ ,¨¢¤²¤² (******) Supplement this section with the following: The Contractor shall be required to obtain all permits and licenses necessary to complete the Work. Some of the necessary permits/licenses may include: Right of Way Permit (free of charge) Construction Stormwater General Permit 1-07.7 ,® £ ,¨¬¨³² Section 1-07.7 is supplemented with the following: (March 13, 1995 WSDOT GSP) If the sources of materials provided by the Contractor necessitates hauling over roads other than State haul routes. 1-07.11 2¤°´¨±¤¬¤³² ¥®± .®£¨²¢±¨¬¨ ³¨® 1-07.11(2) #®³± ¢³´ « 2¤°´¨±¤¬¤³² Section 1-07.11(2) is supplemented with the following: (January 24, 2024 WSDOT GSP) 11. The Contractor shall comply with the following nondiscrimination provisions, and the Contractor shall ensure the nondiscrimination provisions are included in all subcontracts: a. Nondiscrimination Requirement. During the term of this Contract, the Contractor, including all subcontractors, shall not discriminate on the bases enumerated at RCW 49.60.530(3). In addition, the Contractor, including all subcontractors, shall give written notice of this nondiscrimination requirement to any labor organizations with which the Contractor, or subcontractor, has a collective bargaining or other agreement. b. Obligation to Cooperate. The Contractor, including all subcontractors, shall cooperate and comply with any Washington state agency investigation regarding any allegation that the Contractor, including any subcontractor, has engaged in discrimination prohibited by this Contract pursuant to RCW 49.60.530(3). c. Default. Notwithstanding any provision to the contrary, the Contracting Agency may suspend the Contract in accordance with Section 1-08.6, upon notice of a failure to participate and cooperate with any state agency investigation into alleged discrimination prohibited by this Contract, pursuant to RCW 49.60.530(3). Any such suspension will remain in place until the Contracting Agency receives notification that Contractor, including any subcontractor, is cooperating with the investigating state agency. In the event the Contractor, or subcontractor, is determined to have engaged in discrimination identified at RCW 49.60.530(3), the Contracting Agency may terminate this Contract in whole or in part in City of Yelm Downtown Parking Lot Project Manual Page | 56 SPECIAL PROVISIONS accordance with Section 1-08.10(1), and in addition to the sanctions listed in Section 1- 07.11(5), the Contractor, subcontractor, or both, may be referred for debarment as provided in RCW 39.26.200. The Contractor or subcontractor may be given a reasonable time in which to cure this noncompliance, including implementing conditions consistent with any court- ordered injunctive relief or settlement agreement. d. Remedies for Breach. Notwithstanding any provision to the contrary, in the event of Contract termination or suspension for engaging in discrimination, the Contractor, subcontractor, or both, shall be liable for contract damages as authorized by law including, but not limited to, any cost difference between the original contract and the replacement or cover contract and all administrative costs directly related to the replacement contract, which damages are distinct from any penalties imposed under Chapter 49.60, RCW. The Contracting Agency shall have the right to deduct from any monies due to Contractor or subcontractor, or that thereafter become due, an amount for damages Contractor or subcontractor will owe Contracting Agency for default under this Provision. 1-07.13 1-07.13(4) 2¤¯ ¨± ®¥ $ ¬ ¦¤ (******) Delete section 1-07.13(4) and replace with the following: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. 1-07.16 0±®³¤¢³¨® £ 2¤²³®± ³¨® ®¥ 0±®¯¤±³¸ 1-07.16(2) 6¤¦¤³ ³¨® 0±®³¤¢³¨® £ 2¤²³®± ³¨® (August 2, 2010 WSDOT GSP) Supplement this section with the following: Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 1 foot radius for each inch of trunk diameter at breast height. Vegetation and soil protection zones for shrubs shall extend out from the stems at ground level to twice the radius of the shrub. Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass the diameter of the plant as measured from the outer edge of the plant. City of Yelm Downtown Parking Lot Project Manual Page | 57 SPECIAL PROVISIONS 1-07.17 5³¨«¨³¨¤² £ 3¨¬¨« ± & ¢¨«¨³¨¤² (*****) Section 1-07.17 is supplemented with the following: The locations and dimensions shown on the Plans for existing facilities are in accordance with best available information obtained without uncovering, measuring, or other verification. The Contractor shall be responsible for any breakage of the existing utilities or services, publicly or privately owned, claim resulting from disruption of or damage to the same. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. No excavation shall begin until all known facilities in the vicinity of the excavation area have been located and marked. The Contractor shall maintain the operational service of water distribution, storm drainage, and sanitary sewer service systems in as continuous a manner as possible. Where services are to be shut down, affected parties shall be notified in writing a minimum of three working days in advance of the time and period of shutdown. The Contractor shall make every effort to keep shutdown schedules to periods of anticipated minimum usage and for the least period of time. No utility service will be allowed to be shut down for more than four hours per day. Should a shutdown of any utility be required for a period in excess of four hours, the Contractor at no expense to the Owner shall take necessary measures to provide temporary service. The method of all temporary utility services shall first be approved by the City of Yelm. If any damage is done to an existing utility, the Contractor shall notify an authority of the particular or authorize the Contractor to repair the damage The Contractor shall repair all damaged City-owned utilities in accordance with the Contract Documents or per the direction of the City. The Contractor shall immediately notify the City of Yelm Construction Inspector when any damage occurs to any existing utility. 1-07.18 0´¡«¨¢ ,¨ ¡¨«¨³¸ £ 0±®¯¤±³¸ $ ¬ ¦¤ )²´± ¢¤ Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2024 APWA GSP) 1-07.18(1) '¤¤± « 2¤°´¨±¤¬¤³² A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the financial condition. City of Yelm Downtown Parking Lot Project Manual Page | 58 SPECIAL PROVISIONS B. The Contractor shall keep this insurance in force without interruption from the days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims-made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date 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 Contracting Agency to assure financial responsibility for liability for services performed. D. Liability insurance policies shall be primary and non-contributory insurance as respects the -insurance, or self-insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. 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 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. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. I. Under no circumstances shall a wrap up policy be obtained, for either initiating or maintaining coverage, to satisfy insurance requirements for any policy required under this Section. A nder which all the parties working on a specified or designated project are insured under one policy for liability arising out of that specified or designated project. 1-07.18(2) !££¨³¨® « )²´±¤£ All insurance policies, with the exception of Workers Compensation, and of Professional Liability and insured(s) using the forms or endorsements required herein: the and its officers, elected officials, employees, agents Shea Car & Jewell, Inc. and their subconsultants City of Yelm Downtown Parking Lot Project Manual Page | 59 SPECIAL PROVISIONS The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1-07.18(3) 3´¡¢®³± ¢³®±² The Contractor shall cause each subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by subcontractors. The Contractor shall ensure that all subcontractors of every tier add all entities listed in 1 07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 1-07.18(4) 6¤±¨¥¨¢ ³¨® ®¥ #®µ¤± ¦¤ The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency obligation to maintain such insurance. Verification of coverage shall include: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. City of Yelm Downtown Parking Lot Project Manual Page | 60 SPECIAL PROVISIONS 1-07.18(5) #®µ¤± ¦¤² £ ,¨¬¨³² The insurance shall provide the minimum coverages maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Con All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a -insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. 1-07.18(5)A #®¬¬¤±¢¨ « '¤¤± « ,¨ ¡¨«¨³¸ Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $2,000,000 Each Occurrence $3,000,000 General Aggregate $3,000,000 Products & Completed Operations Aggregate $2,000,000 Personal & Advertising Injury each offence $2,000,000 1-07.18(5)B !´³®¬®¡¨«¤ ,¨ ¡¨«¨³¸ Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Insurance laws of the State of Washington. City of Yelm Downtown Parking Lot Project Manual Page | 61 SPECIAL PROVISIONS 1-07.24 2¨¦§³² /¥ 7 ¸ (July 23, 2015, APWA GSP) Delete this section and replace it with the following: City of Yelm Downtown Parking Lot Project Manual Page | 62 SPECIAL PROVISIONS 1-08 02/3%#54)/. !.$ 02/'2%33 Add the following new section: 1-08.0 0±¤«¨¬¨ ±¸ - ³³¤±² 1-08.0(1) 0±¤¢®²³±´¢³¨® #®¥¤±¤¢¤ (October 10, 2008, APWA GSP) 1-08.0(2) (®´±² ®¥ 7®±ª (December 8, 2014 APWA GSP) City of Yelm Downtown Parking Lot Project Manual Page | 63 SPECIAL PROVISIONS 1-08.1 Subcontracting 1-08.1(7) 0 ¸¬¤³² ³® 3´¡¢®³± ¢³®±² £ ,®¶¤±-Tier Subcontractors 1-08.1(7)A 0 ¸¬¤³ #¤±³¨¥¨¢ ³¨® (January 4, 2024 APWA GSP Delete this subsection in its entirety. 1-08.1(9) 2¤°´¨±¤£ 3´¡¢®³± ¢³ #« ´²¤² 1-08.1(9)B #« ´²¤² 2¤°´¨±¤£ ¨ 3´¡¢®³± ¢³² ®¥ !«« 4¨¤±² (January 24, 2024, WSDOT GSP) The second paragraph of Section 1-08.1(9)B is supplemented with the following: 16. 1-07.11 Requirements for Nondiscrimination Item 11 from Section 1-07.11(2). 1-08.3 0±®¦±¤²² 3¢§¤£´«¤ 1-08.3(2) 0±®¦±¤²² 3¢§¤£´«¤ 4¸¯¤² 1-08.3(2)A 4¸¯¤ ! 0±®¦±¤²² 3¢§¤£´«¤ (December 30, 2022 APWA GSP) Revise this section to read: City of Yelm Downtown Parking Lot Project Manual Page | 64 SPECIAL PROVISIONS 1-08.4 0±®²¤¢´³¨® ®¥ 7®±ª Delete this section and replace it with the following: 1-08.4 .®³¨¢¤ ³® 0±®¢¤¤£ £ 0±®²¤¢´³¨® ®¥ 7®±ª (July 23, 2015 APWA GSP) 1-08.5 4¨¬¤ ¥®± #®¬¯«¤³¨® (December 30, 2022 APWA GSP, Option A) Revise the third and fourth paragraphs to read: City of Yelm Downtown Parking Lot Project Manual Page | 65 SPECIAL PROVISIONS Revise the sixth paragraph to read: Section 1-08.5 is supplemented with the following: (March 13, 1995, WSDOT GSP) 1-ΏΗȁΘ ,¨°´¨£ ³¤£ $ ¬ ¦¤² (March 3, 2021, APWA GSP, Option B) Revise the second and third paragraphs to read: 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LD=0.15C/T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion City of Yelm Downtown Parking Lot Project Manual Page | 66 SPECIAL PROVISIONS 1-09 -%!352%-%.4 !.$ 0!9-%.4 1-09.2 7¤¨¦§¨¦ %°´¨¯¬¤³ 1-09.2(1) '¤¤± « 2¤°´¨±¤¬¤³² ¥®± 7¤¨¦§¨¦ %°´¨¯¬¤³ (January 4, 2024 APWA GSP, Option B) Revise item 4 of the fifth paragraph to read: 1-09.2(5) Measurement (December 30, 2022 APWA GSP) Revise the first paragraph to read: 1-09.6 &®±¢¤ !¢¢®´³ (December 30, 2022 APWA GSP) Supplement this section with the following: 1-09.9 Payments (December 30, 2022 APWA GSP) Section 1-09.9 is revised to read: City of Yelm Downtown Parking Lot Project Manual Page | 67 SPECIAL PROVISIONS 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 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), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. City of Yelm Downtown Parking Lot Project Manual Page | 68 SPECIAL PROVISIONS (March 13, 2012, APWA GSP) Supplement this section with the following: Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000. 1-09.11 $¨²¯´³¤² £ #« ¨¬² 1-09.11(3) 4¨¬¤ ,¨¬¨³ ³¨® £ *´±¨²£¨¢³¨® (December 30, 2022 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction within the time period provided, shall be a complete bar to such claims or causes of action. It is further mutually agreed by the parties that when claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. City of Yelm Downtown Parking Lot Project Manual Page | 69 SPECIAL PROVISIONS 1-09.13 #« ¨¬² 2¤²®«´³¨® 1-09.13(1) #®£¨³¨®² 0±¤¢¤£¤³ ³® "¨£¨¦ !±¡¨³± ³¨® ®± ,¨³¨¦ ³¨® 1-09.13(1)A General (January 19, 2022 APWA GSP) Revise this section to read: 1-09.13(3) Arbitration 1-09.13(3)A Arbitration General (January 19, 2022 APWA GSP) Revise the third paragraph to read: 1-09.13(4) 6¤´¤ ¥®± ,¨³¨¦ ³¨® (December 30, 2022 APWA GSP) Revise this section to read: END OF DIVISION 1 City of Yelm Downtown Parking Lot Project Manual Page | 70 SPECIAL PROVISIONS $)6)3)/. Α EARTHWORK 2-01 #,%!2).'Ǿ '25"").'Ǿ !.$ 2/!$3)$% #,%!.50 2-01.1 Description (******) Supplement this section with the following: 2-01.2 $¨²¯®² « ®¥ 5² ¡«¤ - ³¤±¨ « £ $¤¡±¨² (******) The second paragraph of Section 2-01.2 is deleted and replaced with the following: The Contractor shall dispose of all debris by disposal Method No. 2. 2-01.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² 2-01.3(1) Clearing (******) Supplement this section with the following: 2-01.3(4) 2® £²¨£¤ #«¤ ´¯ (******) Supplement this section with the following: City of Yelm Downtown Parking Lot Project Manual Page | 71 SPECIAL PROVISIONS 2-01.4 Measurement (******) Delete this section and replace with the following: 2%-/6!, /& 3425#452%3 !.$ /"3425#4)/.3 2-02.1 Description (******) Supplement this section with the following: #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) Supplement this section with the following: 2¤¬®µ « ®¥ 0 µ¤¬¤³Ǿ 3¨£¤¶ «ª²Ǿ #´±¡²Ǿ £ '´³³¤±² (******) City of Yelm Downtown Parking Lot Project Manual Page | 72 SPECIAL PROVISIONS 2-04.4 Measurement (******) No separate measurement for payment will be made for saw cutting. Saw cutting shall be included with other associated bid items in the Proposal. No measurement for payment shall be made for filling voids left after demolition. Payment (******) All items noted for removal/abandonment or salvage on the Site Preparation Plans to which other hown on the Plans and those specified herein. Demolition, backfill, haul, and disposal of all structures and materials and dismantling/restoration of surface features to which this Bid item applies shall also be considered incidental. 2/!$7!9 %8#!6!4)/. !.$ %-"!.+-%.4 2-03.1 Description (******) Supplement this section with the following: All excavation, regardless of the nature or type of materials encountered (including existing paving, curb, sidewalk, etc.), performed under this Contract shall be considered as unclassified excavation except as noted otherwise herein. The work shall include all excavation for the bioretention facility, trenches, curbs, grading the parking lot, and for all other work. 2-03.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) Supplement this section with the following: Unauthorized over-excavated areas shall be filled with Gravel Borrow to be furnished, placed, and compacted at the Contractor's expense. City of Yelm Downtown Parking Lot Project Manual Page | 73 SPECIAL PROVISIONS 2-03.3(7) $¨²¯®² « ®¥ 3´±¯«´² - ³¤±¨ « (******) Supplement this section with the following: 2-03.3(12) Overbreak (******) Section 2-03.3(12) is supplemented with the following: 2-03.4 Measurement Supplement this section with the following: 2-03.5 Payment Replace the second paragraph with the following: shall be full compensation for all costs incurred for clearing, grubbing, excavating, shoring or extra excavation, backfilling, loading, placing, or otherwise disposing of the material. HAUL 2-04.4 Measurement (******) Section 2-04.4 is deleted and replaced with the following: No measurement will be made for haul. Payment (******) All costs associated with hauling materials of any description to, from, and within the project site shall be included in the appropriate unit bid prices in the Proposal and no further compensation will be paid. City of Yelm Downtown Parking Lot Project Manual Page | 74 SPECIAL PROVISIONS 2-06 35"'2!$% 02%0!2!4)/. 2-06.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² 2-06.3(1) 3´¡¦± £¤ ¥®± 3´±¥ ¢¨¦ (******) Supplement this Section with the following: Preparation and compaction of the subgrade shall be considered as essential to the construction and all costs thereof shall be incidental to the Work. Preparation, compaction, maintenance, and all other work related to subgrade establishment shall not be measured for payment. The subgrade shall be shaped and maintained to drain at all times during construction, including temporary ditches and modifications to drainage structures necessary to eliminate standing water on the subgrade. 2-06.3(2) 3´¡¦± £¤ ¥®± 0 µ¤¬¤³ (******) Section 2-06.3(2) is supplemented with the following: Construct final subgrade only when the weather conditions will not detrimentally affect the quality of the finished work. Any portion of the work damaged by the effects of rain, wind, or other inclement weather conditions shall, at no additional cost to the Contracting Agency, be: 1. Aerated if excessively wet, 2. Moistened if excessively dry, 3. Reshaped and re-compacted to conform to the requirements of the plans and special provisions. 2-06.5 -¤ ²´±¤¬¤³ £ 0 ¸¬¤³ (******) Section 2-06.5 is deleted and replaced with the following: No separate measurement or payment will be made for subgrade preparation. This work is considered incidental to the construction and its costs shall be included in other items of work. City of Yelm Downtown Parking Lot Project Manual Page | 75 SPECIAL PROVISIONS WATERING #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) 3425#452% EXCAVATION Measurement (******) deleted and replaced with the following: City of Yelm Downtown Parking Lot Project Manual Page | 76 SPECIAL PROVISIONS 42)--).' !.$ #,%!.50 Description (******) Paved street surfaces shall be thoroughly cleaned (street sweeper) upon completion of work within the area, and shall require daily cleaning if dust or mud exists. Prior to job acceptance, all new pavement and surrounding existing pavement impacted by the project shall be cleaned. #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) Add the following new sections: 2®´³¨¤ #«¤ ¨¦ General 1. Retain all stored materials and equipment in an orderly fashion allowing maximum access, not impeding drainage or traffic, and providing protection. 2. Do not allow the accumulation of scrap, debris, waste material, and other items not required for this work. 3. At the end of each week, and more often if necessary or as directed by the Construction Inspector, the Contractor shall completely remove all scrap, debris, and waste material from the project site. 4. Provide adequate storage for all materials awaiting removal from the project site, observing all requirements for fire protection and protection of the environment. Site 1. Daily and more often if necessary or as directed, inspect the site and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage until it can be disposed of. 2. Maintain the site in a neat and orderly condition at all times so as to meet the approval of the Owner. &¨ « #«¤ ¨¦ Prior to final inspection, remove from the job site, all tools, surplus materials, equipment, scrap, debris, and waste. Measurement (******) Section 2-11.4 is deleted and replaced with the following: No measurement will be made for trimming and cleanup. City of Yelm Downtown Parking Lot Project Manual Page | 77 SPECIAL PROVISIONS Payment (******) No separate payment will be made for trimming and cleanup. All costs for trimming and cleanup shall be incidental to the Work. END OF DIVISION 2 City of Yelm Downtown Parking Lot Project Manual Page | 78 SPECIAL PROVISIONS $)6)3)/. Β 02/$5#4)/. &2/- 15!229 !.$ 0)4 3)4%3 !.$ 34/#+0),).' 3-01 02/$5#4)/. &2/- 15!229 !.$ 0)4 3)4%3 3-01.4 #®³± ¢³®± &´±¨²§¤£ - ³¤±¨ « 3®´±¢¤² (******) Supplement this section with the following: No source has been provided for any materials necessary for the construction of this improvement. The Contractor shall make arrangements to obtain the necessary materials at no expense to the City, and all costs of acquiring, producing, and placing this material in the finished work shall be included in the unit contract prices for the various Items involved. END OF DIVISION 3 City of Yelm Downtown Parking Lot Project Manual Page | 79 SPECIAL PROVISIONS (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 80 SPECIAL PROVISIONS $)6)3)/. Γ BASES "!,,!34 !.$ #253(%$ 352&!#).' Measurement (******) END OF DIVISION 4 City of Yelm Downtown Parking Lot Project Manual Page | 81 SPECIAL PROVISIONS (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 82 SPECIAL PROVISIONS $)6)3)/. Δ 352&!#% 42%!4-%.43 !.$ 0!6%-%.43 5-04 HOT MIX ASPHALT (January 31, 2023 APWA GSP) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 5-ΏΓȁΐ Description 5-04.Α Materials Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement (RAP) 9-03.8(3)B, 9-03.21 Reclaimed Asphalt Shingles (RAS) 9-03.8(3)B, 9-03.21 Mineral Filler 9-03.8(5) Recycled Material 9-03. City of Yelm Downtown Parking Lot Project Manual Page | 83 SPECIAL PROVISIONS 5-ΏΓȁΑȨΐȩ (®¶ ³® '¤³ (-! -¨· $¤²¨¦ ® ³§¤ 10, If the Contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 5-04.2(1)A Vacant 5-ΏΓȁΑȨΑȩ -¨· $¤²¨¦ /¡³ ¨¨¦ 0±®©¤¢³ !¯¯±®µ « Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Be designed for ***N/A*** million equivalent single axle loads (ESALs). City of Yelm Downtown Parking Lot Project Manual Page | 84 SPECIAL PROVISIONS Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- 03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of ESALs appropriate for the required use. 5-ΏΓȁΑȨΑȩ" 5²¨¦ 7 ±¬ -¨· !²¯§ «³ 0±®¢¤²²¤² The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: Do not use additives that reduce the mixing temperature more than allowed in Section 5- 04.3(6) in the production of mixtures. -076 to describe the proposed additive and process. 5-ΏΓȁΒ #®²³±´¢³¨® 2¤°´¨±¤¬¤³² 5-04.3(1) 7¤ ³§¤± ,¨¬¨³ ³¨®² Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. City of Yelm Downtown Parking Lot Project Manual Page | 85 SPECIAL PROVISIONS Minimum Surface Temperature for Paving Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 0.10 to .20 More than 0.20 5-04.3(2) 0 µ¨¦ 5£¤± 4± ¥¥¨¢ The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed, and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-ΏΓȁΒȨΒȩ! -¨·¨¦ 0« ³ Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale City of Yelm Downtown Parking Lot Project Manual Page | 86 SPECIAL PROVISIONS thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to shall be in full view of the plant operator. 3. Heating of Asphalt Binder The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B ( ´«¨¦ %°´¨¯¬¤³ Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power- vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material s. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. City of Yelm Downtown Parking Lot Project Manual Page | 87 SPECIAL PROVISIONS effectively produce a finished surface of the required evenness and texture without tearing, shoving, provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D - ³¤±¨ « 4± ²¥¤± $¤µ¨¢¤ ®± - ³¤±¨ « 4± ²¥¤± 6¤§¨¢«¤ other-wise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. hen used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. City of Yelm Downtown Parking Lot Project Manual Page | 88 SPECIAL PROVISIONS To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the gineer for any roller planned for use on of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) 0±¤¯ ± ³¨® ®¥ %·¨²³¨¦ 0 µ¤£ Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the City of Yelm Downtown Parking Lot Project Manual Page | 89 SPECIAL PROVISIONS application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the 5-04.3(4)A #± ¢ª 3¤ «¨¦ When the Proposal includes a pay item for crack sealing, seal cracks in accordance with Section 5-03. 5-04.3(4)B Vacant 5-04.3(4)C 0 µ¤¬¤³ 2¤¯ ¨± The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9- 03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) 0±®£´¢¨¦ȝ3³®¢ª¯¨«¨¦ !¦¦±¤¦ ³¤² £ 2!0 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from City of Yelm Downtown Parking Lot Project Manual Page | 90 SPECIAL PROVISIONS stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. City of Yelm Downtown Parking Lot Project Manual Page | 91 SPECIAL PROVISIONS 5-04.3(7) 3¯±¤ £¨¦ £ &¨¨²§¨¦ The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: 0.35 feet wearing course 0.30 feet other courses 0.35 feet 0.15 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 5-04.3(8) !¦¦±¤¦ ³¤ !¢¢¤¯³ ¢¤ 0±¨®± ³® )¢®±¯®± ³¨® ¨ (-! For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) (-! -¨·³´±¤ !¢¢¤¯³ ¢¤ Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: City of Yelm Downtown Parking Lot Project Manual Page | 92 SPECIAL PROVISIONS For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1- 06.2(2)D2 Non-Statistical Evaluation Commercial Evaluation Property Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1- 06.2(2)D2. 2. Job Mix Formula Adjustments An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Con tent The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C -¨·³´±¤ !¢¢¤¯³ ¢¤ .®²³ ³¨²³¨¢ « %µ «´ ³¨® HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 -¨·³´±¤ .®²³ ³¨²³¨¢ « %µ «´ ³¨® ,®³² £ 3´¡«®³² A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot sha City of Yelm Downtown Parking Lot Project Manual Page | 93 SPECIAL PROVISIONS 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 -¨·³´±¤ .®²³ ³¨²³¨¢ « %µ «´ ³¨® 3 ¬¯«¨¦ Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH-TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: If the test results are found to be within specification requirements, additional testing will be If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 -¨·³´±¤ .®²³ ³¨²³¨¢ « %µ «´ ³¨® !¢¢¤¯³ ¢¤ 4¤²³¨¦ Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. City of Yelm Downtown Parking Lot Project Manual Page | 94 SPECIAL PROVISIONS 5-04.3(9)C4 -¨·³´±¤ .®²³ ³¨²³¨¢ « %µ «´ ³¨® 0 ¸ & ¢³®±² For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor 2 No.4 sieves All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 -¨·³´±¤ .®²³ ³¨²³¨¢ « %µ «´ ³¨® 0±¨¢¤ !£©´²³¬¤³² For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. be considered 1.00 in calculating the Composite 5-04.3(9)C7 -¨·³´±¤ .®²³ ³¨²³¨¢ « %µ «´ ³¨® - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation City of Yelm Downtown Parking Lot Project Manual Page | 95 SPECIAL PROVISIONS analysis, asphalt binder content, and, at the option of the agency, V. The results of the retest will be a used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-ΏΓȁΒ ȨΘȩ$ -¨·³´±¤ !¢¢¤¯³ ¢¤ #®¬¬¤±¢¨ « %µ «´ ³¨® If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. 5-04.3(10) (-! #®¬¯ ¢³¨® !¢¢¤¯³ ¢¤ HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise City of Yelm Downtown Parking Lot Project Manual Page | 96 SPECIAL PROVISIONS approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item obtain the cores. the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A (-! #®¬¯ ¢³¨® '¤¤± « #®¬¯ ¢³¨® 2¤°´¨±¤¬¤³² Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be City of Yelm Downtown Parking Lot Project Manual Page | 97 SPECIAL PROVISIONS operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B (-! #®¬¯ ¢³¨® #¸¢«¨¢ $¤²¨³¸ Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D (-! .®²³ ³¨²³¨¢ « #®¬¯ ¢³¨® 5-04.3(10)D1 (-! .®²³ ³¨²³¨¢ « #®¬¯ ¢³¨® ,®³² £ 3´¡«®³² HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot sha 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 (-! #®¬¯ ¢³¨® .®²³ ³¨²³¨¢ « %µ «´ ³¨® !¢¢¤¯³ ¢¤ 4¤²³¨¦ The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 (-! .®²³ ³¨²³¨¢ « #®¬¯ ¢³¨® 0±¨¢¤ !£©´²³¬¤³² For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the City of Yelm Downtown Parking Lot Project Manual Page | 98 SPECIAL PROVISIONS reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in 5-04.3(11) 2¤©¤¢³ 7®±ª 5-04.3(11)A 2¤©¤¢³ 7®±ª '¤¤± « Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B 2¤©¤¢³¨® ¡¸ #®³± ¢³®± The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C 2¤©¤¢³¨® 7¨³§®´³ 4¤²³¨¦ Ȩ-¨·³´±¤ ®± #®¬¯ ¢³¨®ȩ The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D 2¤©¤¢³¨® - ! 0 ±³¨ « 3´¡«®³ In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or City of Yelm Downtown Parking Lot Project Manual Page | 99 SPECIAL PROVISIONS asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E 2¤©¤¢³¨® - ! %³¨±¤ 3´¡«®³ An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F 2¤©¤¢³¨® - ! ,®³ ¨ 0±®¦±¤²² The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G 2¤©¤¢³¨® - ! %³¨±¤ ,®³ Ȩ-¨·³´±¤ ®± #®¬¯ ¢³¨®ȩ An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A (-! *®¨³² 5-04.3(12)A1 4± ²µ¤±²¤ *®¨³² The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 ,®¦¨³´£¨ « *®¨³² The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course City of Yelm Downtown Parking Lot Project Manual Page | 100 SPECIAL PROVISIONS shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B "±¨£¦¤ 0 µ¨¦ *®¨³ 3¤ «² Bridge Paving Joint Seals shall be in accordance with Section 5-03. 5-04.3(13) 3´±¥ ¢¤ 3¬®®³§¤²² The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary -foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5- 04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) 0« ¨¦ Ȩ-¨««¨¦ȩ "¨³´¬¨®´² 0 µ¤¬¤³ The planing plan must be approved by the Engineer and a pre-planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. City of Yelm Downtown Parking Lot Project Manual Page | 101 SPECIAL PROVISIONS Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5- 04.3(14)A. 5-04.3(14)A Pre-Planing -¤³ « $¤³¤¢³¨® #§¤¢ª Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from failure to conduct a pre- Engineer of any hidden metal that is detected. 5-04.3(14)B 0 µ¨¦ £ 0« ¨¦ 5£¤± 4± ¥¥¨¢ 5-04.3(14)B1 General In addition to the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes City of Yelm Downtown Parking Lot Project Manual Page | 102 SPECIAL PROVISIONS and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 3´¡¬¨³³ «² 0« ¨¦ 0« £ (-! 0 µ¨¦ 0« The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at the moving operation and traffic control are coordinated, as they will be discussed at the pre- planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1- describe the sequencing of traffic control consistent with the proposed planing and paving City of Yelm Downtown Parking Lot Project Manual Page | 103 SPECIAL PROVISIONS sequence, and scheduling of placement of temporary pavement markings and channelizing 2. A copy of each 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-0 µ¨¦ £ 0±¤-0« ¨¦ "±¨¤¥¨¦ At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of tha operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other con-tractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. City of Yelm Downtown Parking Lot Project Manual Page | 104 SPECIAL PROVISIONS e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) 3¤ «¨¦ 0 µ¤¬¤³ 3´±¥ ¢¤² Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) (-! 2® £ !¯¯±® ¢§¤² HMA approaches shall be constructed at the locations shown in the Plans or where staked by the -04. 5-ΏΓȁΓ Measurement (******) in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, ontractor elects to remove and replace -04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. City of Yelm Downtown Parking Lot Project Manual Page | 105 SPECIAL PROVISIONS Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. -09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Temporary pavement marking will be measured by the linear foot as provided in Section 8-23.4. 5-ΏΓȁΔ Payment (******) Payment will be made for each of the following Bid items that are included in the Proposal: PG 58H-22 PG 58H-22 shall be full compensation for all labor, materials, equipment, and tools for furnishing, placing, compacting, and construction of asphalt pavement including, but not limited to, mix design, anti-stripping additive, mix design verification, preparation of untreated roadway, HMA driveways, soil residual herbicide, asphalt tack coat, spreading and finishing, water, compaction, sealing all cod joints with asphalt sealant (and sand blanket to alleviate tracking) and any other cost incurred to carry out the requirements of Section 5- 04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. All costs for tack coat shall be considered incidental to and included in other unit Contract prices. END OF DIVISION 5 City of Yelm Downtown Parking Lot Project Manual Page | 106 SPECIAL PROVISIONS $)6)3)/. Ζ $2!).!'% 3425#452%3Ǿ 34/2- 3%7%23Ǿ 3!.)4!29 3%7%2Ǿ 7!4%2 -!).3Ǿ !.$ CONDUITS 7-03 VACANT (******) Delete this section and replace with the following 7-03 ")/2%4%.4)/. &!#),)49 7-03.1 Description This work includes the placement of all materials necessary for the bioretention facility as shown on the contract plans. 7-03.2 Materials Materials shall meet the following requirements: Hydraulically Applied Erosion Control Products 9-14.5(2) Topsoil Type A 9-14.2(1) Permeable Ballast 9-03.9(2) Construction Geotextile for Underground Drainage 9-33.2 Seed 9-14.3 Fertilizer 9-14.4 Quarry Spalls 9-13.1(5) 7-03.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² Construction Requirements are found in the following sections: Topsoil Type A 8-02.3(4) Permeable Ballast 4-04.3(12) Construction Geotextile for Underground Drainage 2-12.3 Seeding and Fertilizing 8-02.3 7-03.4 Measurement The bid item Bioretention Facility shall be measured per lump sum. Excavation of the bioretention facility shall be measured per the bid item Roadway Excavation Incl. Haul as defined in section 2-03. 7-ΏΒȁΔ Payment materials, equipment, and tools for furnishing, placing, construction, and testing of the bioretention facility within the limits specified on the Plans and materials specified herein and on the Plans. END OF DIVISION 7 City of Yelm Downtown Parking Lot Project Manual Page | 107 SPECIAL PROVISIONS (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 108 SPECIAL PROVISIONS $)6)3)/. Η -)3#%,,!.%/53 CONSTRUCTION %2/3)/. #/.42/, !.$ 7!4%2 0/,,54)/. #/.42/, #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) The Contractor shall bear sole responsibility for damage to completed portions of the project and to property located off the project caused by erosion, siltation, runoff, or other related items during the construction of the project. The Contractor shall also bear sole responsibility for any pollution of rivers, streams, groundwater, or other water that may occur as a result of construction operations. Any area not covered with established, stable vegetation where no further work is anticipated for a period of 15 days, shall be immediately stabilized with the approved erosion and sedimentation control methods (e.g., seeding and mulching, straw, plastic sheet). Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an appropriate rate (e.g., perennial rye applied at approximately 80 pounds per acre). At no time shall more than one foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned at a time designated by the City Construction Inspector. The cleaning operation shall not flush sediment system. The cleaning shall be conducted using an approved vacuum truck capable of jet rodding the lines. The collection and disposal of the sediment shall be the responsibility of the Contractor at no cost to the City of Yelm. 8-01.3(8) 3³±¤¤³ #«¤ ¨¦ (******) The Contractor shall provide for cleaning all surfaced roadways that have become dirty as a result of the execution of this project. This shall be done at the completion of each day's activities or more often if so directed by the Engineer. Street sweepers with a vacuum function shall be the only acceptable method used to clean. Flushing will not be permitted. Contractor shall have a vacuum sweeper available, full-time, for the duration of the project. Not having a full-time vacuum sweeper available and/or sufficient additional materials to react in a timely manner to changes may be grounds for the City to issue a Stop Work Order until the Contractor remedies the deficiency or the City may elect to have complete the street sweeping and deduct the cost from monies due to the Contractor. Time spent under a Stop Work Order in this situation shall not be grounds for a claim for additional payment or additional working days. Roadway sweeping and cleaning shall be considered included in the lump sum "Erosion/Water Pollution Control" and no additional payment will be made. City of Yelm Downtown Parking Lot Project Manual Page | 109 SPECIAL PROVISIONS 8-01.3(9)D )«¤³ 0±®³¤¢³¨® (******) Inlet protection can be in the form of internal devices and shall be installed prior to clearing, grubbing or earthwork activities. Catch Basin Inserts shall be installed on existing catch basins within the project area and those immediately downstream of the project site that could possibly receive sediment laden runoff for the site. They shall be installed and meet the requirements specified on the Plans. Simply placing a piece of geotextile under the catch basin grate is not acceptable. When the depth of accumulated sediment and debris reaches approximately one-half the height of an internal device or one-third the height of the external device (or less if so specified by the manufacturers), the deposits shall be removed. Contractor shall be responsible for removing catch basin inserts upon completion of the project. 8-01.3(16) Removal (******) Removing Temporary Erosion / Water Pollution Control BMPs The Contractor shall removal all Temporary Erosion / Water Pollution Control BMPs within twenty (20) days after final slope stabilization, landscape restoration, or after the BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. (******) Add the following new section: 8-01.3(17) 3´²¯¤²¨® ®¥ 7®±ª If at any time during the life of this Contract the Contractor requests to suspend work due to weather conditions or other constraints, it shall be the Contractor's responsibility to meet the Temporary Erosion / Water Pollution Control requirements of the Bid Documents, including maintenance and repair of BMPs already installed, at all times during suspension. City of Yelm Downtown Parking Lot Project Manual Page | 110 SPECIAL PROVISIONS 2/!$3)$% 2%34/2!4)/. 8-02.1 Description (******) This work consists of restoring areas disturbed during construction activities by placing and grading topsoil, placing and grading bark mulch in landscaped areas, and all other restoration as shown in the Plans. #®²³±´¢³¨® 2¤°´¨±¤¬¤³² 8-02.3(4) Topsoil (******) The Contractor shall thoroughly scarify surface by tilling, disking, or harrowing after the subgrade has been backfilled to the elevations needed to establish finished grade after topsoil placement as indicated on the Plans. Prior to placement, the Engineer shall approve topsoil material. If the Contractor furnishes and places topsoil without prior approval, it shall be done at the Contractor's expense. Final grading shall include raking, floating, dragging, and rolling to remove all surface irregularities and to provide a firm, smooth surface with positive drainage. 8-02.3(4)A 4®¯²®¨« 4¸¯¤ ! (August 3, 2015 WSDOT GSP) Section 8-02.3(4)A is supplemented with the following: Topsoil Type A shall be placed to a non-compacted depth of *** 4 *** inches unless otherwise noted on the plans. The topsoil shall be thoroughly blended prior to placement. The Contractor shall submit a Type 1 Working Drawing consisting of independent test results from an accredited laboratory demonstrating the Topsoil Type A meets the requirements of Section 9- 14.2(1). The Type 1 Working Drawing shall also include the Request for Approval of Material in accordance with Section 1-06.1(2). City of Yelm Downtown Parking Lot Project Manual Page | 111 SPECIAL PROVISIONS 8-02.3(9) 3¤¤£¨¦Ǿ &¤±³¨«¨¹¨¦Ǿ £ -´«¢§¨¦ Supplement this section with the following: (******) Seed shall be broadcast with approved hydraulic seeding equipment, in combination with wood-cellulose fiber mulch, soil stabilizer and fertilizer distributed uniformly over designated areas. Half of seed shall be sown with sower moving in one direction, the other half with sower moving at right angles to first sowing. Seed shall not be broadcast during windy weather. Hydroseeding operator shall remove all seed mulch in its entirety from adjoining paving, structures and plants. 8-02.3(9)A $ ³¤² ¥®± Application Delete the first paragraph and replace with the following: There shall be no restriction on dates for application of seed. 8-02.3(9)B 3¤¤£¨¦ £ &¤±³¨«¨¹¨¦ (September 3, 2019 WSDOT GSP) Section 8-02.3(9)B is supplemented with the following: Seed of the following mix, rate, and analysis shall be applied at the rates shown below on all areas requiring *** bioretention*** seeding within the project: Seed by Common Name, (Botanical Name), and Pounds Pure Live Seed (PLS) Per Acre *** 40% Jaguar Tall Fescue 70 30% Barclay Perennial Ryegrass 52 25% Red Creeping Fescue 44 5% Highland Colonial Bentgrass 9 Total 175 *** Source Identified seed shall be generation four or less. Non-Source Identified seed shall meet or exceed Washington State Department of Agriculture Certified Seed Standards and be from within the appropriate genetic zones of the *** 7.0 *** Ecoregion(s) as defined by the US Environmental Protection Agency (EPA). The seed certification class shall be Certified (blue tag) in accordance with WAC 16-302 and meet the following requirements: Prohibited Weed 0% max. Noxious Weed 0% max. Other Weed 0.20% max. Other Crop 0.40% max. City of Yelm Downtown Parking Lot Project Manual Page | 112 SPECIAL PROVISIONS The Contractor shall document all Source Identified seed by providing the Association of Official Seed Certifying Agents (AOSCA) yellow seed label for each species in the mix. Site Identification Logs can be supplied for collections where the AOSCA yellow label is not available. Measurement (******) Topsoil Type A, where included in the proposal, shall include all topsoil placed outside of the Bioretention Facility. Measurement for all materials used for the construction of the bioretention facility will be included -03. 8-04 #52"3Ǿ '544%23Ǿ !.$ 30),,7!93 8-04.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) Supplement this section with the following: When curb elevations are shown on the Contract Drawings they are approximate and shall be adjusted as required based on field conditions and as needed to provide positive drainage. The Contractor shall have the subgrade prepared and formwork in place at least 24 hours prior to pouring concrete. The Engineer shall review the line and grades of the curb and the Contractor shall make minor adjustments as necessary. Minor adjustment shall be considered changes to the Plan elevations or offsets of 3 inches or less. The work to revise the lines, formwork and subgrade for minor adjustments shall be considered incidental to the bid price. If the lines and formwork are not in conformance with the Plans, all adjustments, regardless of size, shall be at the sole expense of the Contractor. Adjustments to the lines and grades shall not constitute a basis for claims for additional contract time or expenses. The curb shall be protected against damage or defacement of any kind until it has been accepted by the City Construction Inspector. Work that is not acceptable to the City Construction Inspector because of damage or defacement shall be removed and replaced by the Contractor at his own expense. Pigmented curing compounds shall not be used on curb and gutter. Only clear curing compounds will be permitted. Lip of gutter at all curb ramps shall be flush, no exceptions will be given. City of Yelm Downtown Parking Lot Project Manual Page | 113 SPECIAL PROVISIONS 8-04.4 Measurement (******) Supplement this Section with the following: The unit bid price for Cement Conc. Barrier Curb shall be measured per linear foot and shall include all materials, haul and installation as specified in the Plans, including concrete, rebar, and CSTC base materials. Construction of curb cuts as specified on the Plans are included in the unit price and no additional measurement will be made. The unit bid price for Manufactured wheel stop shall be measured per each and shall include all materials, haul and installation as specified in the Plans. 8-04.5 Payment (******) Supplement this Section with the following: . Manufactured Wheel Stopeach 8-14 #%-%.4 #/.#2%4% 3)$%7!,+3 8-14.2 Materials (******) Supplement this section with the following: Concrete sidewalks shall be commercial concrete. 8-14.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) Supplement this section with the following: The Contractor shall receive approval of the Engineer for the line and grade of the sidewalk being installed prior to pouring the concrete. The Contractor shall have the subgrade prepared and formwork in place at least 24 hours prior to pouring concrete. The Engineer shall review the line and grades of the sidewalk and the Contractor shall make minor adjustments as necessary. Minor adjustment shall be considered changes the Plan elevations or offsets of 3 inches or less. The work to revise the lines, formwork and subgrade for minor adjustments shall be considered incidental to the bid price for cement concrete sidewalk. If the lines and formwork are not in conformance with the Plans, all adjustments, regardless of size, shall be at the sole expense of the Contractor. Adjustments to the lines and grades shall not constitute a basis for claims for additional contract time or expenses. The sidewalk cross slope shall be 2% or less. Any sidewalk installed at a cross slope greater than 2% expense. City of Yelm Downtown Parking Lot Project Manual Page | 114 SPECIAL PROVISIONS 8-14.3(5) $¤³¤¢³ ¡«¤ 7 ±¨¦ Surface (******) Supplement this Section with the following: Whenever Detectable Warning Surfaces are to be installed with curb ramps that are located on a curve, the Contractor shall provide a radius detectable warning surface (manufactured specifically to be installed on the specified radius) that matches the radius of the curb. If a commercially available radius detectable warning surface is not available for a specified radius, the Contractor shall submit a plan to the Engineer for cutting the detectable warning surface to match the radius. In any case, detectable warning system placement and orientation shall comply with WSDOT standard plan F- 45.10-02. Add the following new section: 8-14.3(6) #´±¡ 2 ¬¯² (******) Some of the curb ramps on this project may have been modified from the standard details to fit the project conditions while meeting current ADA requirements. Contractor shall take special care to assure that the ramps are constructed in conformance with ADA requirements. The following requirements shall apply to all curb ramps: 1. Truncated Domes shall be placed on the bottom two feet of the ramp. 2. The landing length shall be a minimum of 48-inches 3. The cross slope of the landing or ramp shall not be steeper than 1.75%. 4. The longitudinal slope (up or down the ramp) of the ramp shall not exceed 8%. 5. The Flare Side Slopes shall not exceed 10%. Compliance with ADA Standards is taken very serious and minor modifications to the dimensions shown on the Plans may be required to meet current standards. Therefore, prior to pouring concrete at the curb ramp locations, the Contractor shall have each ramp inspected and receive written approval from the on-site inspector that the forms are set in compliance with ADA Standards. Ramps poured without written approval that do not meet current ADA standards shall be removed and replaced at the Contractors expense, regardless of whether or not they conform to the dimensions shown on the Plans. Concrete which is not placed such that the finished surface is a flat and uniform plane may result in non-compliance to the ADA standards and shall be removed and replaced at the Contractors expense. Per the Standard Specifications, detectable warning surfaces shall be furnished and installed on each curb ramp. Pedestrian curbs shall be placed where shown on the Plans and where necessary to transition from lowered grade at depressed concrete ramps to the adjacent finished grade. Contractor shall set all concrete forms, check for ADA Compliance, and then obtain written approval from the Engineer for each curb ramp prior to placement of concrete. City of Yelm Downtown Parking Lot Project Manual Page | 115 SPECIAL PROVISIONS 8-14.4 Measurement (******) Supplement this section with the following: Pedestrian curb will not be measured for payment. All costs to construct pedestrian curbs shall be included in the curb ramp unit price. 8-19 VACANT Section 8-19 is replaced with the following: (******) 8-19 2%3/,54)/. /& 54),)49 #/.&,)#43 8-19.1 Description This work involves the identification and resolution of utility conflicts not identified on the Plans or during potholing per Section 2-02.3(4) between proposed improvements and existing utilities. The City will pay these costs by force account if the work proves to be acceptable and the Contractor has performed the work with the authority of and due notice to the Engineer. 8-19.2 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² Utility conflicts discovered during construction will typically be addressed by adjusting the location of the proposed utility that is in conflict with the existing utility. Should existing conditions and/or proposed improvements prohibit relocation of the new improvements, then the existing, conflicting utility will be relocated. In the event that a conflict arises between the proposed improvements and an existing utility, the Resolution of Utility Conflicts item will compensate the Contractor for standby time and additional work in the following manner: 1. Standby time resulting from existing utility conflicts a. Standby time is defined as time the Contractor is unable to proceed with progression of a specific work item due to conflicts with existing facilities. However, payment for standby time shall be limited to: i. For each agreed upon conflict, a maximum of 2 hours of standby time will be paid for actual delay of labor and equipment due to a utility conflict. The Contractor shall be responsible to adjust his work schedule and/or reassign his work forces and equipment to other areas of work to minimize standby time. ii. If the conflict is resolved within one (1) hour of verbal notification to the Engineer, no standby time will be paid. City of Yelm Downtown Parking Lot Project Manual Page | 116 SPECIAL PROVISIONS iii. No standby time will be paid if Contractor forces can be redirected to other portions of work. Availability of other work shall be at the sole discretion of the Engineer. 2. Additional work required to resolve utility conflicts will be paid for at the Bid unit prices for the associated work. Work that can be measured and paid for at the unit Contract prices shall not be identified as force account work. 8-19.4 Measurement Section 1-04.4(1). 8-20 ),,5-).!4)/.Ǿ 42!&&)# 3)'.!, 3934%-3Ǿ ).4%,,)'%.4 42!.30/24!4)/. 3934%-3Ǿ !.$ %,%#42)#!, 8-20.1 Description (******) Supplement this section with the following: Work includes furnishing and installing all materials necessary to provide: Installation of electric vehicle charging stations. Installation of spare conduit and junction boxes in the parking lot. All work associated with light poles including foundations will be provided and installed by the City of Yelm and are not included in this contract. 8-20.1(2) )£´²³±¸ #®£¤² £ 3³ £ ±£² (******) Supplement this section with the following: National Electrical Safety Code (NESC) PO Box 1331, 445 Hoes Lane Piscataway, New Jersey 8-20.1(3) %«¤¢³±¨¢ « 0¤±¬¨³² £ )²¯¤¢³¨® (******) Supplement this section with the following: The Contractor shall be responsible for coordinating, obtaining, and paying for all permits necessary to complete this work in a timely fashion. An electrical permit shall be obtained before beginning of trench excavation. City of Yelm Downtown Parking Lot Project Manual Page | 117 SPECIAL PROVISIONS 8-20.2 Materials 8-20.2(1) %°´¨¯¬¤³ ,¨²³ £ $± ¶¨¦² (******) Supplement this section with the following: Manufacturer's data for all materials proposed for use in the contract which require approval shall be submitted in one complete package. 8-20.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² 8-20.3(5) Conduit 8-20.3(5)A General (******) Supplement this section with the following: The Contractor shall provide and install all conduit and necessary fittings at the locations noted on the Plans. Conduit size shall be as indicated on the Plans. If the Contractor elects to use larger conduit without reasonable justification, the Contractor will be responsible for any increase in cost due to other changes required. Conduits shall be capped during construction using manufactured seals to prevent entrance of water and debris. The conduits shall be cleaned before pulling wire. Spare conduits shall include a bull-line tape. Spare conduits shall be capped and labeled as City of Yelm conduits. All conduit installed underground shall have polyethylene Underground Hazard Marking Tape, 6 - the conduit. 8-20.3(5)E -¤³§®£ ®¥ #®£´¨³ )²³ «« ³¨® 8-20.3(5)E1 /¯¤ 4±¤¢§¨¦ (******) Supplement this section with the following: The Contractor shall provide trenching as specified herein, regardless of the material encountered, as necessary for complete and proper installation of the signal and illumination conduit. Trenching shall conform to the following: References in Ite 8-20.3(6) *´¢³¨® "®·¤²Ǿ # ¡«¤ 6 ´«³²Ǿ £ 0´«« ¡®·¤² (******) Supplement this section with the following: The Contractor shall supply all junction boxes. The locations of the junction boxes shown in the Plans are approximate and final locations shall be verified by the Engineer in the field prior to placement. The junction box locations shall not interfere with any other previous or relocated installations. City of Yelm Downtown Parking Lot Project Manual Page | 118 SPECIAL PROVISIONS Junction boxes shall not be placed in the travel way or in asphalt parking areas. Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to, or installed in, their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to allow for future adjustment junction boxes are installed or adjusted prior to construction of finished grade, pre- molded joint filler for expansion joints may be placed around the junction boxes. The joint filler shall be removed prior to adjustment to finished grade. 8-20.3(8) Wiring (******) Supplement this section with the following: All wires terminated at a terminal block shall have an open end, crimp style solder-less, insulated terminal. All terminals shall be installed with a tool designed for the installation of this type of terminal. Crimping with pliers, wire cutters, etc., will not be allowed. Terminals shall be color coded to the wire and sized to fit snugly on wire ends. No exposed conductor will be allowed. All wiring inside the controller cabinet and at intermediate points shall be trimmed and cabled together to make a neat and clean-appearing installation. The un-fused service wires between the Puget Sound Energy transformer and the service cabinet - The Contractor shall provide to the City of Yelm a red-line print of the wiring diagram showing as- built information of the field wiring prior to acceptance of the project by the City. 8-20.3(9) "®£¨¦Ǿ '±®´£¨¦ (******) Supplement this section with the following: Location wires shall not be connected to the equipment-grounding system. 8-20.3(10) ServiceǾ 4± ²¥®±¬¤±Ǿ £ )43 # ¡¨¤³² (******) Supplement this section with the following: The City has completed an electrical service application with Puget Sound Energy and made arrangements for a new electrical service connection. The Contractor shall coordinate with PSE to schedule the service connection, meter installation, and all required inspections. A 3-wire electrical service shall be used at 120/240 volts, single phase, 60-hertz AC between the power source and the service cabinet. The unfused power shall enter the service cabinet through a separate conduit. The Contractor shall install a service cabinet as specified. The service cabinet shall be mounted on a concrete base with anchor bolts fastening to the inside of the base of the cabinet. The street illumination components shall be connected to the 240-volt, 60-hertz power. The Traffic Signal systems shall be connected to the 120-volt, 60-hertz elements. No on-site modifications to the cabinet will be allowed. City of Yelm Downtown Parking Lot Project Manual Page | 119 SPECIAL PROVISIONS The Contractor shall have the services inspected by the Department of Labor & Industries and shall be solely responsible for coordination with the power company to have the service energized. The City will aid in this process at the request of the Contractor. The service cabinets shall be shipped and delivered to the job site in a protective covering with suitable dunnage to prevent damage to the exterior surface. Add the following new Section: (******) 8-20.3(18) %«¤¢³±¨¢ 6¤§¨¢«¤ #§ ±¦¨¦ 3³ ³¨®² The Contract includes furnishing and installing electric vehicle charging stations in the quantity and location specified in the Plans. recommendations. A copy of the installation instruction and operations manual shall be provided to the City with the Request for Approval of Material. Installation of the charging stations shall include footings and bollards as specified in the Plans. 8-20.4 Measurement (******) Supplement this section with the following: Electric Vehicle Charging Station Systemor Spare Conduit Systemno specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete system to be furnished and installed. Surface restoration (regardless of surfacing type) for areas disturbed by activities associated with installing Electrical System equipment per this Section and not otherwise called out for replacement or in excess of the limits shown in the Plans, shall be included in the respective lump sum price and no additional measurement shall be made. 8-20.5 Payment (******) Supplement this section with the following: The lump sum bid price for Electric Vehicle Charging Station System, Complete be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to the complete installation of the electric vehicle charging station system including but not limited to electric vehicle charging station equipment, electrical service cabinet, pedestals, foundations, bollards, trenching, borings, excavation, conduit bedding, trench backfill, power connections (including coordination with the power company), disposal of excavated materials, conduit, junction boxes, wiring, and restoring all facilities damaged or destroyed during construction City of Yelm Downtown Parking Lot Project Manual Page | 120 SPECIAL PROVISIONS (unless specifically called out for replacement per the Plans), and for all required tests, inspections, and permits. All additional materials and labor, not shown on the plans or called for herein and which are required to provide a complete and functional system called for in the Plans and these Special Provisions, shall be included in the lump sum bid price in the Proposal. The lump sum bid price for Spare Conduit System, Complete compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to the complete installation of the spare conduit system including but not limited to trenching, borings, excavation, conduit bedding, trench backfill, disposal of excavated materials, conduit, junction boxes, and restoring all facilities damaged or destroyed during construction (unless specifically called out for replacement per the Plans), and for all required tests, inspections, and permits. All additional materials and labor, not shown on the plans or called for herein and which are required to provide a complete and functional system called for in the Plans and these Special Provisions, shall be included in the lump sum bid price in the Proposal. 8-21 0%2-!.%.4 3)'.).' 8-21.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) Supplement this section with the following: Contractor shall provide new mounting hardware and posts where existing signs are designated for relocation on the Plans. All signs, shall be installed per WSDOT Standard Plans as shown in the plans. Upon completion of the project, the Contractor shall reset all signs, which have been disturbed or removed during the construction, in their permanent location to the satisfaction of the Owner. 8-21.5 Payment Supplement this section with the following: per lump sum. The lump sum cost in the Proposal shall be full compensation for all labor, tools, equipment, and materials necessary or incidental to removing the existing signing as needed to accommodate construction activities; temporarily reinstalling signs; purchasing and installing new signs; and permanently reinstalling signs on new posts using new hardware in conformance with the Standard Details. City of Yelm Downtown Parking Lot Project Manual Page | 121 SPECIAL PROVISIONS 8-22 0!6%-%.4 -!2+).' 8-22.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² (******) Supplement this section with the following: Pavement markings for parking space identification shall be as detailed in the Plans. 8-22.4 Measurement (******) Supplement this section with the following: The unit bid price for Parking Space Identification Marking shall be per each and shall include all materials and installation as specified in the Plans. The unit bid price shall be for the completed marking of each designated parking space, regardless of number of letters or overall size. 8-22.5 Payment (******) Supplement this section with the following: City of Yelm Downtown Parking Lot Project Manual Page | 122 SPECIAL PROVISIONS 8-26 VACANT Section 8-26 is replaced with the following: (October 3, 2022 WSDOT GSP) 8-26 BOLLARDS 8-26.1 Description This work shall consist of furnishing and installing steel bollards in accordance with the Plans, Standard Plans, and these Specifications, at the locations shown in the Plans or as staked by the Engineer. 8-26.2 Materials Posts and Hardware Type 1 and Type 2 bollard posts shall be in accordance with the Standard Plans and ASTM A schedule 40 steel pipe. Type 3 bollard posts shall be steel structural tubing in accordance with the Plans and ASTM A 500 Gr B. Steel plate shall be in accordance with ASTM A 36. All steel parts shall be hot-dip galvanized after fabrication in accordance with AASHTO M 111. Reflective Tape Reflective tape shall be in accordance with Section 9-28.12. Concrete Footings shall be constructed using concrete Class 3000. 8-26.3 #®²³±´¢³¨® 2¤°´¨±¤¬¤³² Bollards shall be constructed in accordance with the Standard Plans. Bollards shall not vary more than ½ inch in 30 inches from a vertical plane. Bollard posts and the exposed parts of the base assembly shall be painted in accordance with Section 6-07.3(11) for galvanized surfaces. The top coat shall match SAE AMS Standard 595, Color No. 33538 Traffic Signal Yellow. 8-26.4 Measurement Payment for bollards is included in the lump sum price for Electric Vehicle Charging Stations, Complete in Section 8-20 of these Special Provisions, and no additional measurement will be made. END OF DIVISION 8 City of Yelm Downtown Parking Lot Project Manual Page | 123 SPECIAL PROVISIONS (this page intentionally left blank) City of Yelm Downtown Parking Lot Project Manual Page | 124 SPECIAL PROVISIONS $)6)3)/. Θ MATERIALS 3 2)02!0Ǿ 15!229 30!,,3Ǿ 3,/0% 02/4%#4)/.Ǿ !.$ 2/#+ &/2 %2/3)/. !.$ 3#/52 02/4%#4)/. !.$ 2/#+ 7!,,3 9-13.1 2¨¯± ¯ £ 1´ ±±¸ 3¯ ««² 9-13.1(5) 1´ ±±¸ 3¯ ««² (******) This Section is replaced with the following: Quarry Spalls shall be -nominal and shall be free of fines. %2/3)/. #/.42/, !.$ 2/!$3)$% 0,!.4).' 9-14.2 Topsoil 9-14.2(1) 4®¯²®¨« 4¸¯¤ ! (******) Section 9-14.2(1) is supplemented with the following: Topsoil Type A shall meet the following requirements: 1. Cation exchange capacity (CEC) of Topsoil Type A shall be a minimum of 5 milliequivalents CEC/100 g dry soil (U.S. EPA Method 9081). 2. Organic content greater than 8-percent but less than 15-percent as measured on a dry weight basis using AASHTO T 267 Determination of Organic Content in Soils by Loss on Ignition. Topsoil Type A shall be 60% Loam and 40% Coarse Compost by volume. Loam shall be as defined by the US Department of Agriculture Soil Classification System. The Contractor shall submit a Particle Size Analysis as a Type 1 Working Drawing from an independent accredited soils testing laboratory indicating the Material source and compliance with all Topsoil Type A specifications. The laboratory analysis shall be with a sample size of no less than 2 pounds. The Coarse Compost shall conform to the requirements of Section 9-14.5(8). 9-14.3 Fertilizer (******) Supplement this section with the following: Commercial fertilization mix 10-20-20 applied at the rate of 10 pounds per 1000 S.F. suitable for hydroseed application. ` City of Yelm Downtown Parking Lot Project Manual Page | 125 SPECIAL PROVISIONS 9-14.4(3) " ±ª ®± 7®®£ #§¨¯ -´«¢§ (******) Supplement this section with the following: Bark mulch shall be medium grade composted ground fir or hemlock bark. The bark shall be uniform in color, free from weed seeds, sawdust and splinters. The mulch shall not contain resin, tannin, wood fiber or other compounds detrimental to plant life. The moisture content of bagged mulch shall not exceed 22%. The acceptable size range of bark mulch material is ½-inch to 1-inch with maximum of 20% passing the ½-inch screen. 9-29 ),,5-).!4)/.Ǿ 3)'.!,3Ǿ %,%#42)#!, 9-29.2 *´¢³¨® "®·¤²Ǿ # ¡«¤ 6 ´«³²Ǿ £ 0´«« "®·¤² Section 9-29.2 is supplemented with the following: (September 3, 2019 WSDOT GSP) Slip-Resistant Surfacing for Junction Boxes, Cable Vaults, and Pull Boxes Where slip-resistant junction boxes, cable vaults, or pull boxes are required, each box or vault shall have slip-resistant surfacing material applied to the steel lid and frame of the box or vault. Where the exposed portion of the frame is ½ inch wide or less, slip-resistant surfacing material may be omitted from that portion of the frame. Slip-resistant surfacing material shall be identified with a permanent marking on the underside of each box or vault lid where it is applied. The permanent marking shall be formed with a mild steel weld bead, with a line thickness of at least 1/8 inch. The marking shall include a two character identification code for the type of material used and the year of manufacture or application. The following materials are approved for application as slip-resistant material, and shall use the associated identification codes: 1. Harsco Industrial IKG, Mebac #1 - Steel: M1 2. W. S. Molnar Co., SlipNOT Grade 3 Coarse: S3 3. Thermion, SafTrax TH604 Grade #1 Coarse: T1 9-ΑΘȁΑΓ 3¤±µ¨¢¤ # ¡¨¤³² Supplement this section with the following: A copy of the wiring diagram shall be provided in a plastic holder mounted conveniently inside the service cabinet. Nameplates shall be provided for each control component and shall be embossed phenolic with white letters on black background. Each electrical service cabinet shall be equipped with a top of the cabinet mounted photocell. Cabinets shall be constructed from anodized aluminum. Cabinets shall be painted white on the inside. City of Yelm Downtown Parking Lot Project Manual Page | 126 SPECIAL PROVISIONS The service cabinet wiring shall be arranged so that any piece of apparatus may be removed without disconnecting any wiring except the lead to that piece of apparatus. All wiring shall be appropriately marked with a permanent, indelibly marked, clip sleeve wire marker. The service cabinet panel board shall be as specified in the Panel Schedule in the Plans. There shall be space within the cabinet for the future addition of 3 lighting contactors. Each service cabinet door shall be equipped with 3-point latch and provisions for a padlock. The service cabinet must meet current PSE requirements and it will be the responsibility of the Contractor to confirm equipment meets their requirements. The cabinets shall meet all applicable provisions of Labor and Industries and shall be labeled for service entrance use. 9-29.26 %«¤¢³±¨¢ 6¤§¨¢«¤ #§ ±¦¨¦ 3³ ³¨®² Add the following new Section: (******) Electric Vehicle Charging Station shall be Tesla brand Universal Wall Connector, with Pedestal, rated for outdoor use. Station shall be compatible with 40-amp circuit as detailed in the Panel Schedule on the Plans. END OF DIVISION 9 City of Yelm Downtown Parking Lot Project Manual Page | 127 (this page intentionally left blank) APPENDICES (this page intentionally left blank) !00%.$)8 ! 05",)# 3%26)#%3 #/.42!#4 (this page intentionally left blank) !00%.$)8 B 34!4% 02%6!),).' -).)-5- (/52 7!'% 2!4%3 (this page intentionally left blank) Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) ************************************************************************************************************ 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. 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 and all hours worked on Sundays and holidays 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. I. All hours worked on Sundays and holidays shall also 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. 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. 1 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 1. 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. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. 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 the straight time rate of pay in addition to holiday pay. 2 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 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. B. All hours worked on holidays shall be paid at one and one-half 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. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. 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. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. 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 work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a 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. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. 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. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 3 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4.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 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 C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. 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 Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) 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 will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the 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. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. 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. G. All hours worked on Saturdays 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. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. J. The first eight (8) hours worked on a 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 a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. S. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of (10) hours shall be paid at one and one half (1-1/2) times the hourly rate of pay. On Monday through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2) times the straight time rate, (except for special shifts or multiple shift operations). All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Multiple Shift Operations: When the first shift of a multiple shift (a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate. Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus $2.00 an hour. When due to conditions beyond the control of the employer or when an owner (not acting as the contractor), a government agency or the contract specifications require more than four (4) hours of a special shift can only be performed outside the normal 6am to 6pm shift then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid the special shift premium for each hour worked unless they are in overtime or double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday). U. 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. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 5 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. X. 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. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Overtime Codes Continued 11. 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. B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C 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, and all hours on Sunday 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. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 6 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. F. 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. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight (8) hours. 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. G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. 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 nine (9) hours or more. When an employee returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the nine (9) hours rest period. H. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. 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 ten (10) hours or more. When an employee returns to work without at least ten (10) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten (10) hours rest period. J. All hours worked on holidays shall be paid at double the hourly rate of wage. K. On Monday through Friday hours worked outside 4:00 am and 5:00 pm, and the first two (2) hours after eight (8) hours worked shall be paid at one and one-half times the hourly rate. All hours worked over 10 hours per day Monday through Friday, and all hours worked on Saturdays, Sundays, and Holidays worked shall be paid at double the hourly rate of wage. L. An employee working outside 5:00 am and 5:00 pm shall receive an additional two dollar ($2.00) per hour for all hours worked that shift. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. 7 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. M. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2) times the straight time rate, (except for special shifts or multiple shift operations). When the first shift of a multiple shift (a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate. When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 am to 6:00 pm, then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight (8) hours work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten shifts. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Shift Pay Premium: In an addition to any overtime already required, all hours worked between the hours of 6:00 pm and 5:00 am shall receive an additional two dollars ($2.00) per hour. N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at double the straight time rate. Any time worked over eight (8) hours on Saturday shall be paid double the straight time rate, except employees assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on Saturday over 10 hours. O. All work performed on Saturdays, Sundays, and Holidays shall be paid at one and one half (1-1/2) times the straight time rate of pay. 8 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. P. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half (1-1/2) times the straight time rate, (except for special shifts or multiple shift operations). When the first shift of multiple shift (a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day’s operation shall be completed at that rate. When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 a.m. to 6:00 p.m., then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shifts shall consist of eight (8) hours work for eight (8) hours pay or ten (10) hours work for ten (10) hours pay for four ten-hour shifts. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. 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. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Q. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 35% over the hourly rate of wage. Work performed on Sundays shall be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. R On Monday through Saturday hours worked outside 6:00 am and 7:00 pm, and all hours after eight (8) hours worked shall be paid at one and one-half times the hourly rate. All hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. When a holiday falls on a Saturday, the Friday before shall be the observed holiday. When a holiday falls on a Sunday, the following Monday shall be the observed holiday. S. The first ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions, or other conditions beyond the control of the Employer, then Saturday may be worked at the straight time rate, for the first eight (8) hours, or the first ten (10) hours when a four day ten hour workweek has been established. 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. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. 9 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). 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). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. 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). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 10 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 6.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). 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). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 11 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I.Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the LastWork Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. 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). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. 12 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y.Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, Christmas Eve, and Christmas Day (9). Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Holiday Codes Continued 15.G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. M.Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. 13 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 15. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. O. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, the day before Christmas day, and Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. S.Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 14 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 15 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. 16 | Page Benefit Code Key – Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. H. One (1) person crew shall consist of a Party Chief. (Total Station or similar one (1) person survey system). Two (2) person survey party shall consist of a least a Party Chief and a Chain Person. Three (3) person survey party shall consist of at least a Party Chief, an Instrument Person, and a Chain Person. 17 | Page (this page intentionally left blank !00%.$)8 C 73$/4 34!.$!2$ 0,!.3 Ȩ'2Θȩ (this page intentionally left blank (this page intentionally left blank !00%.$)8 D 3³®±¬¶ ³¤± 0®««´³¨® 0±¤µ¤³¨® 0« Ȩ37000ȩ (this page intentionally left blank) Construction Stormwater Pollution Prevention Plan (SWPPP) City of Yelm DowntownParking Lot Project Prepared For: City of Yelm Prepared By: SCJ Alliance Tova Beck, EIT 2727 Hollycroft Street, Suite 230 Gig Harbor, WA 98335 253.201.0777 February2024 Construction Stormwater Pollution Prevention Plan Project Information Project: Downtown Parking Lot Prepared for: City of Yelm 901 Rhoton Road NW Yelm, WA 98597 Reviewing Agency Jurisdiction: City of Yelm Project Representative Prepared by: SCJ Alliance 2727 Hollycroft Street, Suite 230 Gig Harbor, WA 98335 253.201.0777 scjalliance.com Contact: David Hall, PE Project Reference: SCJ #22-000630 Path: N:\\Projects\\0605 City of Yelm\\22- 000630 Yelm Washington & McKenzie Couplet\\Design\\_Amend 2 - Parking Lot\\Storm\\SWPPP\\2024-0215 22- 000630.docx Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project Signature The technical material and data contained in this document were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. Tova Beck Prepared by Tova Beck, EIT David Hall Approved by David Hall, PE Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project This SWPPP shall be on site at all times and shall be updated as necessary. Certified Erosion and Sediment Control Lead (CESCL) Name Organization Contact Phone Number TBD TBD TBD SWPPP Preparation Date March / 22 / 2024 Project Construction Dates Activity / Phase Start Date End Date N/A TBD TBD Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project Table of Contents 1 Project Information .................................................................................................... 1 2 Existing Site Conditions .............................................................................................. 2 2.1 Adjacent Areas....................................................................................................................... 2 2.2 Critical Areas .......................................................................................................................... 2 2.3 Soil ......................................................................................................................................... 2 3 Proposed Construction Activities ................................................................................ 2 3.1 Site Development .................................................................................................................. 2 3.2 Construction Activities .......................................................................................................... 2 3.3 Site Drainage ......................................................................................................................... 2 3.4 Final Stabilization................................................................................................................... 3 3.5 Potential Erosion ................................................................................................................... 3 4 Construction Stormwater BMPs .................................................................................. 3 4.1 Element #1 Preserve Vegetation and Mark Clearing Limits ............................................... 3 4.2 Element #2 Establish Construction Access ......................................................................... 4 4.3 Element #3 Control Flow Rates .......................................................................................... 4 4.4 Element #4 Install Sediment Controls ................................................................................ 4 4.5 Element #5 Stabilize Soils ................................................................................................... 5 4.6 Element #6 Protect Slopes ................................................................................................. 5 4.7 Element #7 Protect Drain Inlets ......................................................................................... 6 4.8 Element #8 Stabilize Channels and Outlets ........................................................................ 6 4.9 Element #9 Control Pollutants............................................................................................ 6 4.10 Element #10 Control Dewatering ....................................................................................... 7 4.11 Element #11 Maintain BMPs .............................................................................................. 7 4.12 Element #12 Manage the Project ....................................................................................... 8 4.13 Element #13 Protect Low Impact Development (Permanent) Stormwater BMPs ............. 9 5 Construction Phasing .................................................................................................. 9 6 Construction Scheduling ............................................................................................. 9 7 Financial/Ownership Responsibilities ......................................................................... 9 8 Engineering Calculations ........................................................................................... 10 9 Pollution Prevention Team ....................................................................................... 10 SCJ Alliance February 2024 | Page i Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project Table of Contents 10 Monitoring and Sampling Requirements ................................................................... 10 10.1 Site Inspection ..................................................................................................................... 11 10.2 Stormwater Quality Sampling ............................................................................................. 11 11 Recordkeeping ......................................................................................................... 12 12 Reporting ................................................................................................................. 13 List of Figures Figure 1 Project Site Map ....................................................................................................................... 1 List of Appendices Appendix 1 Site Vicinity Map Appendix 2 BMP Detail Sheets Appendix 3 Site Inspection Form SCJ Alliance February 2024 | Page ii Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 1 Project Information Project/Site Name: Downtown Parking Lot Project Street/Location: Intersection of Washington St SE and Third St SE, Downtown Yelm City: Yelm State: WA Zip Code: 98597! Receiving waterbody: Nisqually River Total Disturbed Area: 0.50 acres Property Use: Parking Lot Parcel Number: 64400801000, 64400800900 Section, Township, Range: Section 19, T 17 N., Range 02E, W.M. The proposed improvements include a paved parking lot at the intersection of Washington Street SE and Third Street SE. The parking lot is located in the heart of downtown Yelm and serves the public, providing parking for farmers markets. Surrounding parcels include a mix of residential, commercial, and public uses. The project is located within the Nisqually Watershed (Water Resource Inventory Area 11) and the Nisqually River Basin. The project is located within a single TDA. Figure 1 Project Site Map SCJ Alliance February 2024 | Page 1 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 2 Existing Site Conditions The project is located on a relatively flat, grassy site at the corner of Washington Street SE and Third Street SE in downtown Yelm. The existing site contains pervious surfaces with a strip of impervious gravel that is currently used for parking on the east side. On the existing site, the stormwater sheet flows along a slight grade from the west to the east. Any stormwater that is not infiltrated on site travels to catch basins located on roads adjacent to the site. 2.1 Adjacent Areas The Downtown Parking Lot Project site is located at the intersection of two local roads. Surrounding parcels consist of residential, public, and commercial/retail properties. 2.2 Critical Areas According to the Thurston County Critical Area GIS Map, the Downtown Parking Lot is located outside of any wetlands, frequently flooded areas, geologic hazards, and critical habitat. The site has no risk of erosion or landslides. 2.3 Soil A geotechnical report was not included in the scope of work for the project site. A geotechnical report for the Yelm Community Center, a nearby project, was provided for reference by the City of Yelm. According to the City-provided geotechnical report, soils on site consist of recessional and pro-glacial Vashon outwash gravel. The site contains well-draining topsoil, gravelly sand, and sandy gravel. 3 Proposed Construction Activities 3.1 Site Development The project consists of grading and full depth paving of the proposed parking lot, the addition of a driveway along Washington Street SE, the addition of landscaping, and the installation of two electric vehicle charging stations. 3.2 Construction Activities Construction activities include concrete work, involving sawcutting, grinding and overlaying, curb placement, and the placement of crushed surface top course. Additionally, construction work includes grading (earthwork for cut and fill slopes), biofiltration swale and permeable ballast trench construction, and landscaping. 3.3 Site Drainage The site is graded to contain a downward slope from west to east. Therefore, curb and gutter will capture runoff from the entire parking lot on the east side of the site along Third Street SE. The runoff will enter a biofiltration swale via curb cuts where it will be treated and infiltrated through an underground trench consisting of permeable ballast wrapped in geotextile fabric. Runoff during construction activities will be addressed with BMPs and discussed in Section 4. SCJ Alliance February 2024 | Page 2 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 3.4 Final Stabilization There are no known contaminated soils within the project area. In addition, the Yelm Community Center Geotechnical Report states that groundwater was not encountered during the drilling of nine test pits excavated to depths of 5 to 8 feet below the existing ground surface using a Case 580 rubber-tired backhoe owned and operated by the City of Yelm. Based on the results from the test pits drilled for the Yelm Community Center, it is expected that groundwater is also well below the excavation limits of the Downtown Parking Lot Project. To achieve final stabilization, all soil on site shall be stabilized and seeded. The following BMP applies to the project per List #2 of the SWMMWW: BMP T5.13: Post-Construction Soil Quality and Depth 3.5 Potential Erosion There are no steep slopes on the project site, so erosion is unlikely to be an issue on the project site. However, the following BMPs shall be implemented to ensure that soils remain on site: BMP C120: Temporary and Permanent Seeding BMP C233: Silt Fence (shown in plans) 4 Construction Stormwater BMPs The following plan explains measures to be taken on site to mitigate potential erosion and sedimentation issues. While the SWPPP is a guideline to prevent erosion and sedimentation during construction, erosion control measures are not limited to those described in this report. Measures shall be installed as necessary to meet the requirements outlined in the City of Yelm Municipal Code Section 13.16, which states the following: 1. Management Manual 2. Stormwater Best Management Practices (BMPs) shall be implemented to control pollution from The following SWPPP meets the guidelines for stormwater pollution prevention and the requirements of the DOE National Pollutant Discharge Elimination System (NPDES) permit. The SWPPP shall be updated by the contractor as required per the DOE NPDES permit. 4.1 Element #1 Preserve Vegetation and Mark Clearing Limits To protect adjacent properties and reduce the area of soil exposed, the limits of the construction shall be clearly marked before land-disturbing activities begin. Natural vegetation shall be preserved wherever possible. The duff layer and native topsoil shall remain in place. Silt fence will be employed to reduce the transport of sediment-laden runoff from the project site and slow runoff velocities, protecting existing infrastructure and vegetation. The following BMP will be implemented where appropriate: BMP C233: Silt Fence (shown in plans) SCJ Alliance February 2024 | Page 3 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 4.2 Element #2 Establish Construction Access A stabilized construction entrance shall be placed at the entrance to the parking lot along Washington Street SE for the ingress and egress of construction vehicles. The construction entrance shall consist of crushed rock to minimize the tracking of sediment onto public roads. Construction activities occurring on unpaved areas shall be minimized. Additionally, the parking area shall be stabilized after grading to reduce erosion on the surrounding site. All efforts to stabilize and maintain access points, avoid construction vehicles on unpaved areas, and sweep any tracked sediment from roadways shall be employed to avoid the need for wheel washing and street washing. Wheel washing and street washing are not desirable at this location as there is limited space to detain, treat, and process water on-site. Street sweeping by hand or with a high efficiency sweeper is preferred if sediment is tracked off site. If wheel washing or street washing is necessary, wastewater shall not discharge into systems tributary to waters of the state or other sensitive areas. Prior to street washing, sediment shall first be removed from roads by shoveling, sweeping, or picking up and transporting to an approved controlled sediment disposal area. Any construction activities that result in exposed soil shall be scheduled within the seasonal work window (October 1 through April 30). These activities shall only be permitted outside of the seasonal work window if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site. BMP C105: Stabilized Construction Access (shown in plans) o The site may not accommodate the typical dimensions shown in Figure II-3.1 of the SWMMWW. The length and width shall be reduced to the maximum practicable size. 4.3 Element #3 Control Flow Rates Properties and waterways downstream from the project site shall be protected from erosion and discharge. During construction, silt fence shall be implemented to control flows from the gently sloped site, preventing water from building higher velocities as it flows downstream on site. Due to the quality and velocity of stormwater runoff, this project also requires the implementation of permanent BMPs, including a bioswale and a permeable ballast trench. These permanent BMPS shall effectively control flow rates and keep discharge from leaving the site. Throughout the life of the project, all stormwater shall be infiltrated on site. BMP C233: Silt Fence (shown in plans) 4.4 Element #4 Install Sediment Controls Silt fence shall be employed downslope of disturbed areas to control sediment and straw wattles shall be installed to protect the biofiltration swale from sediment-laden runoff during construction of the parking lot. In addition, sediment will be removed from paved areas in and adjacent to work areas manually or using mechanical sweepers, as needed, to minimize tracking of sediments on vehicle tires away from the site and to minimize sediment runoff from adjacent streets. SCJ Alliance February 2024 | Page 4 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project The following BMPs will be implemented where appropriate: BMP C233: Silt Fence (shown in plans) BMP C235: Wattles (shown in plans) 4.5 Element #5 Stabilize Soils All exposed and unworked soils shall be stabilized by application of effective BMPs, which protect the soil from wind and water-driven erosion. From October 01 through April 30 of each calendar year, no soils shall remain exposed and unworked for more than two (2) days. From May 01 to September 30 of each calendar year, no soils shall remain exposed and unworked for more than seven (7) days. This condition applies to all on-site soils. Additionally, clearing, grading, and other soil disturbing activities are prohibited between November 01 and February 28, except where approved chemical treatment, full dispersion, or infiltration is practiced. In areas where construction activities have temporarily or permanently ceased, exposed and unworked soils shall be stabilized by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel based on areas to be paved, and dust control. In general, slopes will be stabilized as soon as possible, and soil stockpiles will be removed from the site immediately or temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. The following BMPs are applicable to this project and shall be implemented as needed: BMP C120: Temporary and permanent seeding BMP C121: Mulching BMP C125: Topsoiling/Composting BMP C140: Dust Control 4.6 Element #6 Protect Slopes Slopes shall be constructed in a manner that will minimize erosion. Excavated material shall be placed on the uphill side of trenches. Applicable practices include the following: Cut and fill slope lengths shall be roughened until vegetation has been established. Slope soil type shall be evaluated and deemed appropriate for use on cut/fill slopes. Excavated material shall be placed on the uphill side of trenches. Existing vegetation shall be retained to the maximum extent feasible. The following BMPs are applicable to this project and shall be implemented where appropriate: BMP C121: Mulching BMP C120: Temporary and Permanent Seeding SCJ Alliance February 2024 | Page 5 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 4.7 Element #7 Protect Drain Inlets All storm drain inlets made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water from entering storm drains until treatment can be provided. BMP C220: Storm Drain Inlet Protection shall be implemented on any drainage inlets that could potentially be impacted by sediment-laden runoff near the project site. Inlet protection devices shall be removed and replaced when they have reached one third capacity in order to mitigate the risk of overflow. The following inlet protection measures shall be implemented as necessary: BMP C220: Storm Drain Inlet Protection 4.8 Element #8 Stabilize Channels and Outlets Stabilization is not needed because there are no channels or outlets on the project. Water in existing and proposed conditions infiltrates on site. 4.9 Element #9 Control Pollutants All pollutants, including waste materials and demolition debris, that occur on-site during construction shall be handled and disposed of in a manner that does not cause contamination of stormwater. Maintenance and repair of heavy equipment and vehicles involving oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff must be conducted using spill prevention measures, such as drip pans. Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. Emergency repairs may be performed on- site using temporary plastic placed beneath and, if raining, over the vehicle. Application of agricultural chemicals, including fertilizers and pesticides, shall be conducted in a manner and at application rates that will not allow chemicals to enter stormwater runoff. Manufacturer recommendations shall be followed for application rates and procedures. No pH-modifying sources will be present on site. The following source control BMPs apply to this project: A Spill Prevention Plan Maintenance of Storm Drainage Facilities Street Sweeping In addition, the following BMPs shall be implemented where appropriate: BMP C151: Concrete Handling BMP C152: Sawcutting and Surfacing Pollution Prevention BMP C153: Material Delivery, Storage and Containment BMP C154: Concrete Washout Area SCJ Alliance February 2024 | Page 6 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 4.10 Element #10 Control Dewatering Clean, non-turbid de-watering water, as determined by a professional certified in erosion and sediment control, can be discharged to systems tributary to state surface waters, provided the de-watering flow does not cause erosion or flooding of receiving waters. These clean waters should not be routed through stormwater sediment ponds. Highly turbid or otherwise contaminated de-watering water, such as water used in equipment operation, shall be handled separately from stormwater at the site. Some disposal options, depending on site constraints, may include: 1) transport off-site in vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters, 2) on-site treatment using chemical treatment or other suitable treatment technologies, or 3) sanitary sewer discharge with local sewer district approval if there is no other option. 4.11 Element #11 Maintain BMPs All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance per their intended function. Maintenance and repair shall be conducted in accordance with BMP specifications. Visual monitoring of the BMPs will be conducted per the inspection schedule in Section 6. All temporary erosion and sediment control BMPs shall be removed within 30 days after the final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil resulting from removal of BMPs or vegetation shall be permanently stabilized. The following BMPs shall be implemented where appropriate: BMP C160: Certified Erosion and Sediment Control Lead In compliance with BMP C160: Certified Erosion and Sediment Control Lead (CESCL), one person shall be designated as the responsible representative in charge of erosion and sediment control (ESC) and water meet local, state, and federal quality standards and shall direct BMP installation, inspection, maintenance, modification, and removal. The CESCL shall ensure that bioretention BMPs are protected from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the biofiltration swale. BMPs shall be restored to their fully functioning condition if they accumulate sediment during construction. Restoring the BMP must include removal of sediment and any sediment- laden swale and/or pond soils and replacing the removed soils with soils meeting the design specification. The CESCL shall monitor to ensure that bioswale BMPs are not compacted by construction equipment and foot traffic. Completed lawn and landscaped areas shall also be protected from compaction due to construction equipment. All heavy equipment shall be kept off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. SCJ Alliance February 2024 | Page 7 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 4.12 Element #12 Manage the Project Erosion and sediment control BMPs for this project have been designed based on the following principles: Design the project to fit the existing topography, soils, and drainage patterns. Emphasize protecting the surrounding site from sediment discharge and erosive outflow. Minimize the extent and duration of area exposed. Retain sediment on site. Keep runoff velocities low. Inspect, monitor, and maintain all ESC measures. In addition, project management will incorporate the key components listed below: Phasing Construction phasing shall focus on preventing erosion and sediment discharge by maintaining existing vegetation and revegetating disturbed areas with Temporary and Permanent Seeding (BMP C120). Inspection and Monitoring All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. Site inspections shall be conducted by an inspector who is knowledgeable in the principles and practices of erosion and sediment control. This person will: o Assess the site conditions and construction activities that could impact the quality of stormwater. o Assess the effectiveness of erosion and sediment control measures used to maintain the quality of stormwater discharge. A CESCL shall be on-site or on-call at all times. The CESCL shall inspect all disturbed areas, BMPs, and stormwater discharge points one (1) time per week and within twenty four (24) hours of a discharge event. Whenever inspection and/or monitoring reveals that the BMPs identified in this SWPPP are inadequate, either in terms of pollutant discharge or erosion control, appropriate BMPs and/or design changes shall be implemented as soon as possible. Maintaining an Updated SWPPP This SWPPP shall be retained on site or be reasonably accessible to personnel on site. The SWPPP shall be modified whenever there is a change in the construction activities that has, or could have, a significant effect on the discharge of pollutants to the waters of the state. The SWPPP shall be modified if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is ineffective in SCJ Alliance February 2024 | Page 8 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project eliminating or significantly minimizing pollutants in stormwater discharges from the site. The SWPPP shall be modified as necessary to include additional or modified BMPs designed to correct problems identified. Revisions to the SWPPP shall be completed within seven (7) days following the inspection. 4.13 Element #13 Protect Low Impact Development (Permanent) Stormwater BMPs All temporary and permanent erosion and sediment control BMPs shall be protected, maintained, and repaired during construction as needed to assure continued performance per their intended function. All maintenance and repairs shall be completed in accordance with the practices, procedures, and materials for each respective BMP. All the proposed permanent facilities shall be protected in the same manner as the existing facilities addressed in the thirteen (13) elements outlined in this report. The proposed biofiltration swale shall be protected from sedimentation though installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the biofiltration swale. If the biofiltration swale accumulates sediment during construction, the BMP must be restored to its fully functioning condition though the removal of sediment-laden soils and replacing the removed soils with soils meeting the design specifications. The proposed permeable ballast trench shall be protected against compaction by construction equipment and foot traffic. All heavy equipment shall be kept off of existing soils underneath the trench to retain the infiltration rate of the soils. Lawn and landscaped areas shall also be protected from compaction due to construction equipment. Sediment-laden runoff shall not flow onto base materials such as crushed surfacing or permeable ballast used for infiltration galleries. 5 Construction Phasing Construction of this project shall be phased to ensure that appropriate BMPs are in place prior to the commencement of construction activities that may cause erosion and soil disturbance. The BMP implementation schedule will be driven by the construction schedule. 6 Construction Scheduling The construction schedule has not yet been determined. The construction schedule shall adhere to the following requirements unless approval is granted by the appropriate local authority: No soils exposed and unworked for more than two (2) days from October 1 through April 30 No soils exposed and unworked for more than seven (7) days from May 1 to September 30 Clearing, grading, and other soil disturbing activities are prohibited from November 1 to February 28 7 Financial/Ownership Responsibilities The City of Yelm will have financial and ownership responsibilities. SCJ Alliance February 2024 | Page 9 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project 8 Engineering Calculations All the engineering calculations from WWHM 2012 are documented in the Stormwater Design Report for the City of Yelm prepared by SCJ Alliance February 2024. 9 Pollution Prevention Team Roles and Responsibilities The pollution prevention team consists of personnel responsible for implementation of the SWPPP, including the following: Certified Erosion and Sediment Control Lead Primary contractor contact, responsible for site inspections (BMPs, visual monitoring, sampling, etc.); to be called upon in case of failure of any ESC measures. Resident Engineer For projects with engineered structures only (sediment pond/traps, sand responsible for inspections and issuing instructions and drawings to th supervisor or representative. Emergency Owner Contact Individual that is the site owner or representative of the site owner to be contacted in the case of an emergency. Monitoring Personnel Individual who is responsible for conducting water quality monitoring; for most sites this person is also the CESCL. Team Members Title Name (s) Phone Number Principal Engineer Aaron Knight, PE 253.201.0777 Emergency Owner Contact Brad Chatwood 360.890.0904 Washington Emergency Emergency Ecology Contact 1.800.OILS.911 Management Division Non-Emergency Ecology Contact City of Yelm Spill Hotline 360.458.8406 Monitoring Personnel To Be Determined 10 Monitoring and Sampling Requirements Monitoring includes visual inspection, monitoring for water quality parameters of concern, and documentation of the inspection and water quality findings in a site logbook. The site logbook will be maintained for all on-site construction activities and will include: SCJ Alliance February 2024 | Page 10 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project A record of the implementation of the SWPPP and other permit requirements Site inspections; and, Stormwater sampling data. For convenience, the inspection form and water quality monitoring forms included in this SWPPP include the required information for the site logbook. This SWPPP may function as the site logbook if desired, or the forms may be separated and included in a separate site logbook. However, if separated, the site logbook must be maintained on site or within reasonable access to the site and be made available to the Department of Ecology or the local jurisdiction upon request. 10.1 Site Inspection All BMPs will be inspected, maintained, and repaired as needed to assure continued performance per their intended function. The inspector will be a CESCL per BMP C160. The name and contact information for the CESCL is provided in Section 9 of this SWPPP. Site inspection will occur in all areas disturbed by construction activities and at all potential stormwater discharge points. Stormwater will be examined for the presence of suspended sediment, turbidity, discoloration, and oily sheen. The site inspector will evaluate and document the effectiveness of the installed BMPs and determine if it is necessary to repair or replace any of the BMPs to improve the quality of the stormwater discharges. All maintenance and repairs will be documented in the site logbook the in or forms provided in this document. All new BMPs or design changes will be documented in the SWPPP as soon as possible. Site Inspection Frequency Site inspections will be conducted at least once per week and within twenty four (24) hours following any discharge from the site. For sites with temporary stabilization measures, the site inspection frequency will be reduced to once per month. Site Inspection Documentation The site inspector will record each site inspection using the site log inspection forms provided in Appendix B. The site log inspection forms may be separated from this SWPPP document, but will be maintained on site or within reasonable access to the site and be made available to the Department of Ecology or the local jurisdiction upon request. 10.2 Stormwater Quality Sampling Turbidity Turbidity sampling and monitoring at the project discharge site will be conducted during the entire construction phase of the project. Samples will be collected weekly at the discharge point nearest the current phase of the project work. If there is no flow at the discharge point, the attempt to sample will be recorded in the site logbook and reported to the Department of Ecology in the monthly Discharge tube. SCJ Alliance February 2024 | Page 11 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project The benchmark turbidity value is twenty five (25) nephelometric turbidity units (NTU) and a transparency less than thirty three (33) centimeters. If the twenty five (25) NTU benchmark is exceeded or the transparency is less than thirty three (33) cm but equal to or greater than 6 cm in any sample collected, the following steps will be conducted: Ensure all BMPs specified in this SWPPP are installed and functioning as intended. Assess whether additional BMPs should be implemented, and document modified BMPs in the SWPPP as necessary. Sample discharge daily until the discharge is twenty five (25) NTU or lower. If the turbidity exceeds 250 NTU or the transparency or is less than six (6) cm at any time, the following steps will be conducted: Notify the Department of Ecology by phone within twenty four (24) hours of analysis (see Section 9 of this SWPPP for contact information). Continue sampling daily until the discharge is twenty five (25) NTU or lower. Initiate additional treatment BMPs such as off-site treatment, infiltration, filtration and chemical treatment within twenty four (24) hours, and implement those additional treatment BMPs as soon as possible, but within a minimum of seven (7) days. Describe inspection results and remedial actions taken in the site logbook and in monthly discharge monitoring reports described in Section 1.15 of this SWPPP. pH Sampling and monitoring of pH occurs if significant concrete work (> 1,000 cubic yards throughout the life of the project) or use of engineered soils (e.g., cement-treated base). The project will provide less than one thousand (1,000) cubic yards of cement concrete. Therefore, pH testing is not required per the Department of Ecology Construction Stormwater General Permit. 11 Recordkeeping Site Logbook A site logbook will be maintained for all on-site construction activities and will include: A record of the implementation of the SWPPP and other permit requirements; Site inspections; and, Stormwater quality monitoring. For convenience, the inspection form and water quality monitoring forms included in this SWPPP include the required information for the site logbook. Records Retention Records of all monitoring information (site logbook, inspection reports/checklists, etc.), this Stormwater Pollution Prevention Plan, and any other documentation of compliance with permit requirements will be retained during the life of the construction project and for a minimum of three (3) years following the termination of permit coverage in accordance with permit condition S5.C. SCJ Alliance February 2024 | Page 12 Construction Stormwater Pollution Prevention Plan City of Yelm Downtown Parking Lot Project Access to Plans and Records The SWPPP, General Permit, Notice of Authorization Letter, and Site Logbook will be retained on site or within reasonable access to the site and will be made immediately available to the Department of Ecology or the local jurisdiction upon request. A copy of this SWPPP will be provided to the Department of Ecology within fourteen (14) days of receipt of written request for the SWPPP from the Department of Ecology. Any other information requested by Ecology will be submitted within a reasonable time. A copy of the SWPPP or access to the SWPPP will be provided to the public when requested in writing in accordance with permit condition S5.G. Updating the SWPPP In accordance with conditions S3, S4.B, and S.B.3 of the General Permit, this SWPPP will be modified if the SWPPP is ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site or there has been a change in design, construction, operation, or maintenance at the site that has a significant effect on the discharge, or potential for discharge, of pollutants to the waters of the state. The SWPPP will be modified within seven (7) days of determination based on inspection(s) that additional or modified BMPs are necessary to correct problems identified, and an updated timeline for BMP implementation will be prepared. 12 Reporting Notification of Noncompliance If any of the terms and conditions of this permit is not met, and it causes a threat to human health or the environment, the following steps will be taken in accordance with Section S5.F: 1. The Department of Ecology will be immediately notified of the failure to comply. 2. Immediate action will be taken to control the noncompliance issue and to correct the problem. If applicable, sampling and analysis of any noncompliance will be repeated immediately and submitted to the Department of Ecology within five (5) days of becoming aware of the violation. 3. A detailed report describing the noncompliance will be submitted to Ecology within five (5) days, unless requested earlier by the Department of Ecology. SCJ Alliance February 2024 | Page 13 Appendix 1 Site Vicinity Map #®²³±´¢³¨® 3³®±¬¶ ³¤± 3¨³¤ )²¯¤¢³¨® &®±¬ Project Name Permit # Inspection Date Time Name of Certified Erosion Sediment Control Lead (CESCL) or qualified inspector if less than one acre Print Name: Approximate rainfall amount since the last inspection (in inches): Approximate rainfall amount in the last 24 hours (in inches): Current Weather Clear Cloudy Mist Rain Wind Fog A. Type of inspection: Weekly Post Storm Event Other B. Phase of Active Construction (check all that apply): Pre Construction/installation of erosion/sediment Clearing/Demo/Grading Infrastructure/storm/roads controls Concrete pours Vertical Utilities Construction/buildings Offsite improvements Site temporary stabilized Final stabilization C. Questions: 1. Were all areas of construction and discharge points inspected? Yes No 2. Did you observe the presence of suspended sediment, turbidity, discoloration, or oil sheen Yes No 3. Was a water quality sample taken during inspection? (refer to permit conditions S4 & S5) Yes No 4. Was there a turbid discharge 250 NTU or greater, or Transparency 6 cm or less?* Yes No 5. If yes to #4 was it reported to Ecology? Yes No 6. Is pH sampling required? pH range required is 6.5 to 8.5. Yes No If answering yes to a discharge, describe the event. Include when, where, and why it happened; what action was taken, and when. *If answering yes to # 4 record NTU/Transparency with continual sampling daily until turbidity is 25 NTU or less/ transparency is 33 cm or greater. Sampling Results: Date: Parameter Method (circle one) Result Other/Note NTU cm pH Turbidity tube, meter, laboratory pH Paper, kit, meter 0 ¦¤ ΐ #®²³±´¢³¨® 3³®±¬¶ ³¤± 3¨³¤ )²¯¤¢³¨® &®±¬ D. Check Element # Inspection BMPs BMP needs BMP Action Inspected maintenance failed required (describe in yes no n/a section F) 1 Before beginning land disturbing Clearing activities are all clearing limits, Limits natural resource areas (streams, wetlands, buffers, trees) protected with barriers or similar BMPs? (high visibility recommended) 2 Construction access is stabilized Construction with quarry spalls or equivalent Access BMP to prevent sediment from being tracked onto roads? Sediment tracked onto the road way was cleaned thoroughly at the end of the day or more frequent as necessary. 3 Are flow control measures installed Control Flow to control stormwater volumes and Rates velocity during construction and do they protect downstream properties and waterways from erosion? If permanent infiltration ponds are used for flow control during construction, are they protected from siltation? 4 All perimeter sediment controls Sediment (e.g. silt fence, wattles, compost Controls socks, berms, etc.) installed, and maintained in accordance with the Stormwater Pollution Prevention Plan (SWPPP). Sediment control BMPs (sediment ponds, traps, filters etc.) have been constructed and functional as the first step of grading. Stormwater runoff from disturbed areas is directed to sediment removal BMP. 5 Have exposed un-worked soils Stabilize been stabilized with effective BMP Soils to prevent erosion and sediment deposition? 0 ¦¤ Α #®²³±´¢³¨® 3³®±¬¶ ³¤± 3¨³¤ )²¯¤¢³¨® &®±¬ Element # Inspection BMPs BMP needs BMP Action Inspected maintenance failed required yes no n/a (describe in section F) 5 Are stockpiles stabilized from erosion, Stabilize Soils protected with sediment trapping Cont. measures and located away from drain inlet, waterways, and drainage channels? Have soils been stabilized at the end of the shift, before a holiday or weekend if needed based on the weather forecast? Has stormwater and ground water 6 been diverted away from slopes and Protect disturbed areas with interceptor dikes, Slopes pipes and or swales? Is off-site storm water managed separately from stormwater generated on the site? Is excavated material placed on uphill side of trenches consistent with safety and space considerations? Have check dams been placed at regular intervals within constructed channels that are cut down a slope? 7 Storm drain inlets made operable Drain Inlets during construction are protected. Are existing storm drains within the influence of the project protected? 8 Have all on-site conveyance channels Stabilize been designed, constructed and Channel and stabilized to prevent erosion from Outlets expected peak flows? Is stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream conveyance systems? 9 Are waste materials and demolition Control debris handled and disposed of to Pollutants prevent contamination of stormwater? Has cover been provided for all chemicals, liquid products, petroleum products, and other material? Has secondary containment been provided capable of containing 110% of the volume? Were contaminated surfaces cleaned immediately after a spill incident? Were BMPs used to prevent contamination of stormwater by a pH modifying sources? 0 ¦¤ Β #®²³±´¢³¨® 3³®±¬¶ ³¤± 3¨³¤ )²¯¤¢³¨® &®±¬ Element # Inspection BMPs BMP needs BMP Action Inspected maintenance failed required yes no n/a (describe in section F) 9 Wheel wash wastewater is handled Cont. and disposed of properly. 10 Concrete washout in designated areas. Control No washout or excess concrete on the Dewatering ground. Dewatering has been done to an approved source and in compliance with the SWPPP. Were there any clean non turbid dewatering discharges? 11 Are all temporary and permanent Maintain erosion and sediment control BMPs BMP maintained to perform as intended? 12 Has the project been phased to the Manage the maximum degree practicable? Project Has regular inspection, monitoring and maintenance been performed as required by the permit? Has the SWPPP been updated, implemented and records maintained? 13 Is all Bioretention and Rain Garden Protect LID Facilities protected from sedimentation with appropriate BMPs? Is the Bioretention and Rain Garden protected against over compaction of construction equipment and foot traffic to retain its infiltration capabilities? Permeable pavements are clean and free of sediment and sediment laden- water runoff. Muddy construction equipment has not been on the base material or pavement. Have soiled permeable pavements been cleaned of sediments and pass infiltration test as required by stormwater manual methodology? Heavy equipment has been kept off existing soils under LID facilities to retain infiltration rate. E. Check all areas that have been inspected. All in place BMPs All disturbed soils All concrete wash out area All material storage areas All discharge locations All equipment storage areas All construction entrances/exits 0 ¦¤ Γ #®²³±´¢³¨® 3³®±¬¶ ³¤± 3¨³¤ )²¯¤¢³¨® &®±¬ F. Elements checked be specific on location and work needed. Document, initial, and date when the corrective action has been completed and inspected. Element Description and Location Action Required Completion Initials # Date Attach additional page if needed Sign the following certification: Inspected by: (print) (Signature) Date: Title/Qualification of Inspector: 0 ¦¤ Δ