Agmt97 DES Architects - Laserfiche WebLink

Browse Search

4. Stage Four: Construction Document Review Documents will be prepared and submitted during the construction document phase of this contract. See Part Two, Phase V - Construction Documents. 5. Stage Five: Construction Period and Pro_iect Completion Review Specific issues associated with this review are to be part of the on-going construction and project close out phase of this contract. See Part Two, Phase VII - Construction Admini~i~afion. E. The Design Review Package to be prepared for the Redwood City Architectural Review Committee (ARC) will be identical to the Redwood Shores Owner's Association NCC, Stage Three Application Packet. The Design Team will be available for one public presentation. F. Develop one preliminary cost opinion of probable construction cost based upon approved design direction. G. Meet with Redwood City Project Team on a bi-weekly basis throughout this phase of the project for a total of four times. This represents meetings continuing from August 29, 1996 through October 10, 1996. Each meeting will be budgeted for 2 hours each, inclusive of any travel from our office. H. Conduct a full geotechnical evaluation of the proposed project site based upon the following scope of work as prepared by Lowney Associates, Inc. Geotechnical Engineer's Project Description 1. We understand that the project is to consist of the construction of a new f'~re station and maintenance building on the approximately 2 acre site. The fire station is to be one-story with approximately 5,000 square feet of floor space; the "pre-engineered" maintenance building is to encompass a footprint of approximately 2,500 square feet. While no preliminary grading p!an~ are available, we anticipate that only minor grading will be · required for this relatively fiat site. We understand that driven pile or shallow foundation systems may be considered for support of the buildings. Asphaltic and Portland Cement concrete driveway and parking areas are planned as well as associated underground utilities. 2. Anticipated Foundation Design: Our local experience and review of boring logs from previous geotechnical investigations performed in the vicinity indicate that the site is likely blanketed by 3 to 4 feet of fill underlain by 30 to 35 feet of highly compressible Bay Mud. The Bay Mud is underlain by stiff to very stiff clayey alluvial deposits extending to depths greater than 500 feet, with occasional strata of sand or gravel. Page 4 of 9