Construction Documents and Specifications Clause Samples
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Construction Documents and Specifications. Once District provides Architect with specific written approval of the Design Development Documents described herein, Architect shall prepare such complete working drawings and specifications as are necessary for developing complete bids and for properly executing the Project work ("Construction Documents and Specifications"). Such Construction Documents and Specifications shall be developed from the Schematic Plans and Design Development Documents approved by District. The Construction Documents and Specifications shall set forth in detail all of the following: (1) the Project construction work to be done; (2) the materials, workmanship, finishes, and equipment required for the architectural, structural, mechanical, and electrical systems; and (3) the utility service connection equipment and site work.
Construction Documents and Specifications. 4.2.1 Drawings must be done on CAD in accordance with County Standards.
4.2.2 Provide working drawings for all applicable disciplines including architectural, structural, mechanical, and electrical drawings.
4.2.3 Provide technical specifications Divisions 1 through 16. County will furnish the Division 0 bid documents and general conditions.
4.2.4 Attend pre-bid walk through and address bidders’ questions.
Construction Documents and Specifications. Work to be performed within this phase includes preparation of landscape architectural construction drawings and coordination with civil engineering. This work will be based upon selected schematic design elements.
Construction Documents and Specifications. 1. Submit one (1) review set, hard copy, at the 95% completion of Construction Documents Phase.
2. The design review set should clearly define the general scope of work for the project, including all items that have a major impact on the project’s budget, mechanical and electrical systems, etc. It is imperative that all consultant work must be 95% complete at the time of the review submittal.
3. Design shall include coordination, to protect the integrity of the design and facilitate construction with all required Manufacturers, Consultants, Utility Companies, Governmental Authorities and MPS.
4. Determine time requirements for obtaining any equipment and services for coordination issues.
Construction Documents and Specifications. 1. Submit one (1) review set, hard copy, at the 99% completion of Construction Documents Phase along with the 95% review set mark-ups.
2. Documents shall provide for a final review to confirm that all details are complete and all required information is provided. Minor corrections may remain, such as spelling, incomplete references, etc., but major items such as finishes, equipment schedules, details, sections, and elevations, shall be complete. The specifications should be in the correct final format with a complete Table of Contents.
3. Preliminary Plan Review by regulating authorities.
Construction Documents and Specifications. During the construction documents and specifications phase of the Project, Architect shall do all of the following, as well as any incidental services thereto:
Construction Documents and Specifications a) Iowa SUDAS shall be used for guidance on applicable design standards. If variations of these design standards is required for the project the ENGINEER shall coordinate these design exceptions with the CITY for general concurrence.
b) ENGINEER will utilize the topographic survey and base maps to prepare construction drawings for this PROJECT. This plan shall be in substantial conformance with the agreed plan of action from the CITY. The construction documents and specifications shall include:
i) Full Depth Pavement Patching:
a. Aerial base mapping with utility mapping information shown as Quality Level “D” in accordance with ASCE 38 Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data.
b. General location of full depth patching limits based on field measured distances from existing permanent features.
c. Typical section for patching work including materials and subgrade work.
d. General traffic control for patching work.
ii) HMA Resurfacing:
a. Aerial base mapping with utility mapping information shown as Quality Level “D” in accordance with ASCE 38 Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data.
b. General location and limits of HMA overlay based on existing field conditions, general drainage patterns, and driveway locations.
c. Typical section for HMA overlay based on existing pavement structure.
d. Fixture adjustments.
e. Runout details connecting to existing pavement.
f. Typical details for pedestrian ramp reconstruction, as needed. Included will be standard “S Sheets” showing required information to construct pedestrian ramps to meet current Iowa SUDAS design standards.
g. General traffic control for overlay work.
Construction Documents and Specifications