Public Restroom Comnpany 6/28/2023

EMB Public Restroom - City of Everett, WA| 6/20/2023| Reference # 11543A-4/2/2023-4 2587 Business Parkway | Minden, NV 89423 | www.PublicRestroomCompany.com | p: 888-888-2060 | f: 888-888-1448 3 of 6 Exclusions/Exceptions: 1.Access issues for delivery of the building by a clear unobstructed path of travel from an improved roadway to the final installation pad or foundation may cause site delays and extra cost at each site. This exclusion covers sites whose access is limited by trees, inaccessible roadways, overhead power lines at location where crane will lift building, grade changes disallowing our delivery trailers with only 4” of clearance to grade, berms, or uneven site grades, or when the path of travel is over improvements such as sidewalks, all of which are not within the scope of work by PRC. On some sites without on-site storage availability for buildings that cannot be set, relocation to a proximal crane yard and later relocated to the site for installation, will incur additional fees at rates that vary depending on local rates. PRC will provide written costs for this additional work by change order. 2.If weather on site causes site delivery issues, the delivery may have to be diverted to an off-site location and the additional costs will be a change order to the bid. Our staff works with the Owner/General Contractor in advance to make sure sound decisions for delivery are made to avoid this issue. But sometimes Owner/General Contractor take risks for weather, but this risk is clearly at the Owner/General Contractor risk, not PRC. 3.Sidewalks outside the building footprint. 4.Trench plates or matting needed for protection of site soils, sidewalks, hardscaping, or site utilities shall be the responsibility of the Owner/General Contractor. Any site soils damage or other site improvements if damaged during installation shall be the responsibility of the Owner/General Contractor. 5.Not responsible for removing any soil, sand, or other debris as a result of trenching or installation. 6.Survey, location of building corners, finish floor elevation, excavation, and construction of subgrade building pad and footings (if required) per PRC plans. 7.Soil conditions not suitable for bearing a minimum of 1500 PSF with compaction to 90% maximum dry density shall require Owner/General Contractor correction before building placement. If no soils testing report is available before bid, Owner/General Contractor must verify site supporting soils at a minimum of 1500 PSF because that is the least we can place our structures on or Owner/General Contractor or engineer of record must design a foundation system to meet the imposed loads of site placement. 8.Improper water pressure, an undersized meter, or improper water volume flow to the building may necessitate a change order for installation of a building internal diaphragm tank to provide the minimum flow rate and static pressure of up to 60 PSI and a minimum of 40 PSI to properly flush the fixtures. Building water service chlorination, post installation, shall be by Owner/General Contractor. 9.Our bid included crane costs are based on a maximum 35’ radius from the center pin of the crane (10’ back from the rear of the crane) to the building center point of the furthest building module roof. If additional distance requires a larger crane, additional costs will be assessed by change order to the Owner/General Contractor. 10.Bonds, building permits, a site survey, special inspection fees, minor trash removal (nominally one pickup truck of shipping materials), final utility connections to the on-site