SITE CONSTRUCTION. 13 7.1 General...........................................................13
SITE CONSTRUCTION. 7.1 Site Construction ("SC") The Work described in Sections 7.1, 7.3, 7.4, 7.5 and 7.6 of Exhibit B (SOW), excluding the Work described in Section 7.2, 7.3 and 7.4 below, is included in the per Site pricing determined in accordance with this Section 7.1.
SITE CONSTRUCTION. A. Environmental Monitoring During Construction
SITE CONSTRUCTION. The goal of this task is to prepare and complete site construction of at least 24 DCFCs across at least five site locations in Southern California and complete the required certifications for the project. The Recipient shall: • Prepare project sites for construction. • Complete trenching at each project site. • Place signage and install bollards for each project site. • Install chargers at each project site. • Develop an Installation Report that includes but is not limited to the following: o Summary of tasks needed to complete site construction o Photos of signage and bollards installed at each project site o Photos of completed site showing each site is ready for energization by utility • After site commissioning, complete placement of signage in the Right-Of-Way and provide photos of signage for each project site to the CAM. • Submit an AB 841 Certification that certifies the project has complied with all AB 841 (2020) requirements specified in Exhibit C or describes why the AB 841 requirements do not apply to the project. The certification shall be signed by Recipient’s authorized representative. • Submit EVITP Certification Numbers of each Electric Vehicle Infrastructure Training Program certified electrician that installed electric vehicle charging infrastructure or equipment. EVITP Certification Numbers are not required to be submitted if AB 841 requirements do not apply to the project. Products: • Installation Report • Photos of Right-of-Way signage for each project site • AB 841 Certification or why AB 841 requirements do not apply to the project • EVITP Certification Numbers of each EVITP certified electrician TASK 4 UTILITY/SITE ENERGIZATION & COMMISSIONING The goal of this task is to schedule and ensure utility work required for site energization is completed, perform commissioning of equipment, and publish site availability. The Recipient shall: • Coordinate with electric utility to schedule energization of the chargers and to start utility service for each project site. • Schedule charger commissioning with equipment manufacturer. • Complete an onsite test for each project site to ensure the stations and the ancillary equipment are all operating properly. • Add project sites to PlugShare, the Alternative Fuels Data Center (AFDC), Google Maps, and EVgo website. • Prepare and submit a Commissioning Report to confirm site energization by utility; completed testing of all equipment at the project sites; and site availability on PlugShare, AFDC, G...
SITE CONSTRUCTION. 02080 Asbestos Abatement HM47 1 Pre-Contamination Checklist HM1 2 Daily Procedures HM1
SITE CONSTRUCTION. From and after the Effective Date during the Term, CUNY hereby grants to QBFC a non-exclusive license together with a right of ingress and egress to the Licensed Premises (the “Site Construction License”) to conduct Site Construction on the Land, in accordance with the terms and conditions of this Agreement.
SITE CONSTRUCTION. 02300 - EARTHWORK Excavate to subgrade elevations. Excavation includes excavating pavements and obstructions visible on surface; underground structures, utilities, and other items indicated to be removed, together with soil, boulders and other materials not classified as rock or unauthorized excavation. Excavation to indicated elevations and dimensions within a tolerance of plus or minus 1 inch (25 mm). Place backfill and fill soil materials in layers not more than 8 inches for materials compacted by heavy compaction material and not more than 4 inches in loose depth for material compacted by hand. Do not place backfill on surfaces that are muddy, frozen or contain frost. Compact soil materials to not less than 95 percent of dry unit weight. Test for compaction at least 1 for every 2000 sq. ft. 02466 - CAISSONS Placement of caissons shall comply with provisions in ACI 336.1 “Reference Specifications for the Construction of Drilled Piers” unless modified in the construction documents. Comply with CRSI’s “Manual of Standard Practice” for fabricating, placing and supporting reinforcement. Landlord will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit reports during excavation and concrete placement for caissons. A caisson report will be prepared by the testing agency for each driller pier. Actual elevations and caisson lengths and bearing capacities will be determined by Owners testing agency. Final evaluations and approval of data will be determined by Architect. 02754 - CONCRETE PAVING Layout and pattern of concrete paving shall conform to construction drawings. Concrete ASTM C150, Type I, Portland cement ASTM C33, normal weight aggregates.
SITE CONSTRUCTION. 02000 SITEWORK
SITE CONSTRUCTION. A local contractor was chosen for site construction after three bids were evaluated for best value at the lowest cost. Facility construction began in February 2008 and was completed in March 2008. Newly designed dock safety system improvements were installed into the existing trailer docking system. Upgraded control hardware and software as well as electrical switching systems were integrated to the existing controls to enable safe dock system operation. This system upgrade also enabled power flow control to the electric power connections mounted at the dock. Electrical upgrades for five (5) 480 volt, three-phase power feeds, including a new 200 amp breaker panel, were made to the warehouse electrical distribution system. Five (5) electrical connections were installed at the identified warehouse locations. Four (4) dock locations – Dock 23, Dock 24, Dock 27 and Dock 28 – integrated the electrical connections with the most current dock safety system. One (1) conventional eTRU connection was installed at a staging area between Docks 42 and 43 since a warehouse door is not located in this space. The equipment installed was inspected and functioned normally. After construction was completed, these connections were immediately integrated into regular warehouse operations. Trailer Retrofit Nine (9) trailers were retrofitted with an under-trailer wiring system. The retrofit was performed by Penn Detroit Diesel Xxxxxxx, a Carrier Transicold dealership in Syracuse, NY. The retrofit began in April 2007 and it was completed in June 2007. This system utilizes a re-designed trailer plug and socket system which provides additional safety by preventing road debris from contaminating or damaging the trailer connector. Data Collection Electrical usage data were collected for six (6) months to ensure proper facility operation and to monitor diesel fuel displacement and emissions reductions. During the demonstration period, the facility’s electrical connections operated within expected parameters. Over a four (4) month period, 1430 gallons of diesel fuel has been displaced by electricity, and reductions in criteria emissions were; 205.7 kg of CO, 265.7 kg of NMHC and NOX, 8.31 kg of PM (at Tier 4), and 3,616 kg of CO2.
SITE CONSTRUCTION. Using technical profile information provided by Institution or its agent, Ebrary will construct a standard Ebrary Site for use by Institution’s patrons and will generate custom MARC record sets for Institution’s use of the Ebrary Site. At Institution’s option, Institution or its agent may design and host a customized banner, subject to Ebrary’s technical specifications, which will appear on Institution’s Ebrary Site.
