SECTION 802: POST CONSTRUCTION PLANS
802.1 Description
802.1.1 General
This Work consists of providi ng Post Construction Plans to show in detail increases or decreases in quantities and alterations in the details of the P lans, including but not limited to alterations in the grade or alignment of the Road, structures, or both. Post Construction Plans shall be kept current and readily available at all times for th e Project Manager to review. The Post Construction Plans, in cluding any revised Plan sheets, shall be neat, legible and of the size let. All revisi ons to the original Plans shall be delineated in black ink, located properly on the drawing, legible and true to scale. Every Post Construction Plan, Profile, and Cross Section Sheet shall be designated as such by note or stam p “As-Built” in the upper right area in black.
802.1.1 1 Contractor-Supplied Documents and Services
The Contractor shall provide qualified personnel to perform Pos t Construction Plan updates and submittal in a professional, timely and accurate ma nner. The Contractor shall ensure the personnel supervising the operation are knowledgeabl e and experienced in surveying and mapping of P ost Construction Plans. If the Contractor has been given electronic data for surveying/ construction staking, the submittal will be required to be both electronic & paper copy. If there is no electronic data submitted for survey, the Po st Construction Plans will be paper copy submittals. All paper copy submittals shall be 24 inch x 36 inch in size unless other wise specified by the Project Manager.
802.2 MATERIALS—Reserved
802.3 Construction Requirements
802.3.1 General
The Post Construction Plan submi ttal shall include but not be l imited to the following: 1. Changes to the length of Project in miles; 2. Changes to the B.O.P. and E.O. P. in stationing and milepost location; 3. Changes to the station equations; all equations shall be lis ted; 4. All Structures, as built, and changes to Major Structures wi th Structure Number and span length, shall be shown on the Plan and profile sheets and Structure sheets; 5. Typical section changes and st ation to station locations, in cluding subexcavation limits, cut and fill limits, with the in place depth of each ty pe of surfacing (subexcavation, Subbase, Base Cour se, HMA, etc.) on each Plan a nd profile sheet; 6. Final quantities in appropriate columns on the Plan set; 7. Changes to widths and locations of turnouts and Median openi ngs, with radii indicated and changes to Structu res, on Plan and Profile sheets ; 8. All line, grade, and super elevation rate changes on Plan an d profile sheets, and Structure location sheets; 9. All fencing, gates, and cattle guards remaining and built, o n the Structure Quantity Sheets . Specify types of fencing and width of gate(s) and cattle gua rd(s); Section 802: Post Construction Plans Page 917 10. Relocation and clearance of utility lines on utility sheets including casings, offsets, depths, or elevations. Service lin es to private property are n ot required; 11. Bridges: All changes shall be shown on Structure location sheets and detail sheets. Show the top elevation of the longest and shortest pile in each pier and abutment on the Structure location sheet. A lso show changes in Bridge deck s thickness; 12. All build notes shall be edited identifying changes made. Build notes not requiring edit shall be check marked; 13. Verify all Change Order information, excluding Gross Receip t Tax Change Orders, has been transferred to the Post Construction Plans and the pro per sheets have been inserted and indexed and refer to the Change Order number; 14. Post Construction Plans shoul d not use destructive binding & should be bound in a manner Acceptable by the Project Manager; and 15. General Notes/Call Out sheets shall be edited changing the tense of each item to indicate what was done; strike-through of items not required or completed on the Project shall be done retaining legibility.
802.4 Method of Measurement
Post Construction Plans will be measured as a Lump sum unit.
802.5 Basis of Payment
Post Construction Plans will be paid for the actual cost incur red, not to exceed the fixed amount entered by the Department into the Bid Schedule. The Contractor shall provide the Project Manager with a detail ed cost breakdown, including receipts and invoices of actual costs incurred. For the purpose of bidding, the Department will enter into the Bid Schedule a fixed amount for Post Construction Plans. Pay Item Pay Unit Post Construction Plans Lump Sum Section 803: Schedule Page 918