Bridge Plans Clause Samples
The 'Bridge Plans' clause establishes the use of temporary or interim plans to maintain continuity of services or coverage until a permanent solution is implemented. Typically, this clause applies in situations where there is a gap between the expiration of an existing plan and the commencement of a new one, such as in employee benefits or insurance arrangements. By providing a stopgap measure, the clause ensures that there is no lapse in coverage or service, thereby protecting the interests of the parties involved during transitional periods.
Bridge Plans. 7 Bridge Plans must be prepared in accordance with the requirements in the Contract Documents. 8 Bridge Plans elevation view must also clearly indicate the following:
Bridge Plans. Consultant shall prepare construction plans, specifications, and estimate for the Advance Plans and Final Plans submittals in accordance with the Agency Bridge Design and Drafting Manual. Consultant shall identify boilerplate special provisions using SPLIST. Consultant shall complete the Engineer’s Estimate for all bid items and shall prepare a Construction Schedule.
Bridge Plans. The bridge plans are working drawings that depict the location, configuration and dimensions of the bridge substructure, superstructure and structural details. The structural plans will be prepared by, or under the supervision of an Illinois Licensed Structural Engineer. The structural plan set will consist of the following drawings:
Bridge Plans. 1. Layout Sheet(s) including:
a. Plan and elevation;
b. Complete geometric controls (as approved by Bridge Division);
c. Grades (as approved by Bridge Division);
d. Clearances;
e. Topographic features (original and final);
f. Design data;
g. Quantities;
h. Special notes;
i. Pile notes and bearing requirements;
j. Erosion Control Plan Sheets; and
k. All other pertinent details.
2. Generalized Soil Profile;
3. Substructure Details;
4. Superstructure Details;
5. Miscellaneous Details;
6. Pile Details; and
7. Notes, quantities, and all other necessary details. A generalized soil profile will generally be compiled from field boring data and listed on separate sheets for the convenience of those involved in construction. Detail sheets for substructure and superstructure shall show all details necessary for their construction and shall include, but not be limited to:
A. All dimensions convenient to construction;
B. Sufficient cross section details;
C. Beam sizes, types, and spacing;
D. Elevations;
E. Crown details;
F. Reinforcing details;
G. Pile bearing requirements, types and sizes;
H. Prestressing data where required;
I. Notes; and
J. Proper cross-referencing. Piling details, miscellaneous details, and suitable Special Provisions as are available shall be furnished by the Bridge Division Project Manager or his designee. All other details and Special Provisions that may be required shall be prepared by the CONSULTANT. The CONSULTANT shall make all necessary design computations and prepare the Final Plans for bridge construction, quantity estimates, and required Special Provisions in accordance with the approved preliminary drawings and design data. The Final Plans shall be checked by the CONSULTANT prior to submittal to MDOT.
Bridge Plans.
9 A. The design discharge value, the water surface elevation, and the channel cross section;
10 B. The 100-year design discharge elevations of the Effective FEMA Special Flood Hazard