Preliminary Design Phase During the Preliminary Design Phase, the CONSULTANT shall, if requested by the CITY and accepted by the CONSULTANT as part of a Services Authorization:
Preliminary Engineering In order to receive City review and approval of the Extensions, Developer shall furnish two (2) copies of the plat map, topographic map and proposed roads profile sheets in electronic format prior to the City’s ordering of the engineering plans from its Engineer. The contour elevation and road profile elevations shall be referenced to NAVD ‘88 datum. In the event Developer’s engineer prepares the construction plans and specifications, the above information shall be a part of the extension construction plans to be reviewed and approved by the City’s Engineer. The final plat map shall be to the scale of 1-inch = 20 feet. The contour map shall have a scale of 1-inch = 20 feet and contour intervals of two (2) feet or less. The road profile sheets shall be to the scale of 1-inch = 20 feet. Developer shall provide a minimum of one benchmark, datum being NAVD ‘88, on the project site; and the elevation and location of the benchmark shall be indicated on the maps furnished by Developer.
Drawings and Specifications at the Project Site The Contractor shall keep at the Site at least one copy of the Contract Documents and Change Orders, all in good order and available to the Design Professional and to his representatives.
Construction Progress Schedule; Overall Project Schedule The Contractor shall submit for review by the Design Professional and approval by the Owner a Construction Progress Schedule based upon the Design Professional’s Preliminary Design and Construction Schedule and prepared using a CPM (Critical Path Method) process within sixty days after the Effective Date of the Contract, utilizing a full-featured software package in a form satisfactory to the Design Professional and Owner, showing the dates for commencement and completion of the Work required by the Contract Documents, including coordination of mechanical, plumbing, and electrical disciplines, as well as coordination of the various subdivisions of the Work within the Contract. Milestones must be clearly indicated and sequentially organized to identify the critical path of the Project. The Construction Schedule will be developed to represent the CSI specification divisions. It shall have the minimum number of activities required to adequately represent to the Owner the complete scope of Work and define the Project’s (and each Phase’s if phased) critical path and associated activities. The format of the Construction Progress Schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, inspections for Material Completion and Occupancy Date, and Final Completion Date. The Contractor shall submit, along with the Construction Progress Schedule, the Submittal Schedule for approval by the Design Professional, correlating the associated approval dates for the documents with the Construction Progress Schedule. Upon recommendation by the Design Professional and approval by the Owner, the Construction Progress Schedule shall become the Overall Project Schedule, which shall be utilized by the Design Professional, Owner and Contractor. The Contractor must provide the Design Professional and the Owner with monthly updates of the Overall Project Schedule indicating completed activities and any changes in sequencing or activity durations, including approved change orders. See also Article 3.3.5.
Construction Document Phase 1.4.1 Based on the approved Design Development Documents, Guaranteed Maximum Price, coordinated models and any further adjustments in the scope or quality of the Project or in the Amount Available for the Construction Contract authorized by the Owner, the Architect/Engineer shall prepare, for approval by the Owner and review by the Construction Manager, Construction Documents consisting of Drawings, Schedules and Specifications derived from the model(s) in accordance with Owner’s written requirements setting forth in detail the requirements for construction of the Project, including, without limitation, the BIM Execution Plan and “Facility Design Guidelines”. The Plans, Drawings and Specifications for the entire Project shall be so prepared that same will call for the construction of the building and related facilities, together with its built-in permanent fixtures and equipment which will cost not more than the Guaranteed Maximum Price accepted by Owner, or the Amount Available for the Construction Contract established by Owner if no Guaranteed Maximum Price proposal has been accepted by Owner. The Architect/Engineer will be responsible for managing the design to stay within such Guaranteed Maximum Price proposal or Amount Available for the Construction Contract. The Architect/Engineer shall review the Construction Documents as they are being prepared at intervals appropriate to the progress of the Project with the Owner and Construction Manager at the Project site or other location specified by Owner in the State of Texas. The Architect/Engineer shall utilize the model(s) to support the review process during Construction Documents. The Architect/Engineer shall provide the Construction Manager with a compact disc containing documents and data files derived from the model to assist the Construction Manager in fulfilling its responsibilities to the Owner.
Preliminary Examination 2.22.1 The Procuring entity will examine the tenders to determine whether they are complete, whether any computational errors have been made, whether required sureties have been furnished, whether the documents have been properly signed, and whether the tenders are generally in order.
MSAA Indicator Technical Specification Document This Agreement shall be interpreted with reference to the MSAA Indicator Technical Specifications document.
Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.
Construction Documents Phase 2.2.1.5. Bidding or Negotiation Phase: 2.2.1.6. Construction Administration Phase
Construction Sequencing In general, the sequence of the proposed dates of Initial Operation of Interconnection Customers seeking interconnection to the Transmission System will determine the sequence of construction of Network Upgrades.
