Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.
Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.
PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.
Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10
Wet Weather In the event of wet weather, work in the open will continue until the particular work in hand can no longer be done safely and efficiently. Whilst it is raining, employees will be required to: Continue to work under cover or relocate to alternative work under cover, on site. Obtain materials and services for employees working under cover where there is only minimal exposure to inclement weather. When required, perform emergency and safety work. In addition, work on unexpected breakdowns, which can be corrected in limited time duration. Should a portion of the project be affected by wet weather, all other employees not so affected shall continue working in accordance with award conditions, regardless that some employees may be entitled to cease work due to wet weather. If a halt to productive work occurs due to inclement weather, the parties agree that employees may be relocated to other unaffected sites. Where the above steps are not possible, affected employees may be required to attend tool box meetings, work planning sessions or skills development activities, all of which will count as productive time for payment purposes.
Staging In addition to the staging categories listed in paragraph 1 of Annex 2-A, this Schedule contains staging categories 20-A, 20-B, PR-1 and PR-130:
Intake Intake begins when you, or someone on your behalf, contacts the LIFE Provider or the Independent Enrollment Broker expressing interest in services. If it appears from this first conversation that you are potentially eligible, a LIFE Provider and Independent Enrollment Broker representative will contact you to explain the program, obtain further information about you, and to schedule in person or tele-visits. During these visits: • You will learn how the LIFE Program works, the services LIFE offers, and the answers to any questions you may have about LIFE. • The LIFE Provider and/or Independent Enrollment Broker will explain that if you enroll, you must agree that all of your healthcare services will be provided and/or coordinated by LIFE, including primary care and specialist physician services (other than emergency services). • The LIFE Provider will have you sign a release allowing the LIFE Provider to obtain your past medical records so the LIFE health team can fully assess your health conditions. You will be encouraged to visit the LIFE Center to see what it is like. If you are interested in enrolling, a LIFE Provider representative and the Independent Enrollment Broker will assist you with the enrollment process. You should be prepared to participate in phone calls and/or visits with both the LIFE Provider and Independent Enrollment Broker in order to complete your enrollment process.
Inclement Weather 24.1 This Inclement Weather clause sets out the full rights, obligations and entitlements of the parties and establishes the conditions under which payment for periods of inclement weather shall be made.
Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.
Cutting, Patching, and Fitting The Contractor shall do all cutting, patching, and fitting of the Work that may be required to make its several parts come together properly and fit.
