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Appendix A
Project Quality Certification Checklist
Page 1 of 11 8/25/2005
Project No. ___________________________________________ County ___________________
PI Number ___________________________________________ Office ____________________
Office Head _______________________________________________________________________
Design Group _______________________________________________________________________
Consultant _______________________________________________________________________
Name __________________________________ Initials ________ Specialty ___________________
Name __________________________________ Initials ________ Specialty ___________________
Name __________________________________ Initials ________ Specialty ___________________
Name __________________________________ Initials ________ Specialty ___________________
Name __________________________________ Initials ________ Specialty ___________________
Name __________________________________ Initials ________ Specialty ___________________
As a part of the Quality Control process the plans must be checked for the following items before a Field Plan
Review is requested. The Project Manager (or his appointed designee) must verify that the items are correct
and date and initial each line.
All lines must be completed. If a N/A is entered, initials must be entered.
I certify that persons named above have completed the checklist as part of the Quality Control process and the
plans are acceptable quality for the Field Plan Review..
____ ____________________________ ___________________
Signature date
Schedule
Date by
______ _____ I certify that the request for the Field Plan Review has been submitted in accordance with
the PDP schedule.
______ _____ The request for the FPR is not in accordance with the PDP schedule. The request was
not submitted in accordance with the schedule for the following reason(s).
____________________________________________________
____________________________________________________
___________________________________________________
Project Quality Certification Checklist 8/25/2005
Page 2 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
General
P/F All items from the FPR checklist are included.
P Known Design Exceptions/ Variances required have been requested.
F Known Design Exceptions/ Variances required have been approved.
P/F Project Plans agree with Concept Report (and STIP/ TIP)
P/F All design levels are turned off or on as appropriate on the plans that
are printed for distribution.
F All items noted in previous plan reviews are addressed in the plans per
your responses to the comment. (i.e. Items responded to with a
"done" or "will do" response are done; etc.)
P/F Project meets ADA Design Requirements.
P/F Curb Cuts are shown and labeled if curb and gutter is used.
F All grading required under the bridge is addressed in the plans.
P/F Driveway widths, radii and paving sections are shown.
P/F Driveway widths and grades are in accordance with GDOT policy.
P/F All items required in the Environmental Document have been
discussed with the person preparing the document and the project
can be built while complying with the requirements.
P/F All items that were required in the Environmental Document and
permits are included in the plans or Special Provisions and
payment is addressed.
P/F All mucking, unsuitable material replacement, benching and any other
recommendations from the soil survey are included in the plans or
Special Provisions. Payment for this work and materials are
addressed.
F Earthwork pay items are in accordance with GDOT policy and
quantities are accurate.
P/F The electronic Earthwork files match the plans.
P/F The earthwork calculations included in the submittal are labeled by the
road and stations and a summary sheet is included that shows the
total earthwork. (adjusted for shrinkage)
P/F Special situations for earthwork are described in the summary. (Such
as borrow being required during the early stages of the project
where earthwork calculations show “wasted” material at the
completion of the project.
P/F The survey data has been field verified.
P/F The plans agree. (i.e. the cross sections show the same construction
limits as the plan sheets; the typical sections, plan sheets and
cross sections, S &M plans show the same pavement widths at
the same station, etc.)
P/F If the project requires RR coordination, the RR concurs with the plans.
Project Quality Certification Checklist 8/25/2005
Page 3 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
P/F Planning Data Services has been notified if any portions of existing
GDOT R/W will be abandoned.
F Foundation Investigations have been done for Sign Structures and
High Mast Lighting. The plans are in accordance with the
recommendations.
P/F Any needed stream buffer variances have been obtained.
Special Provisions
P/F All Project Specific Special Provisions are included and have been
modified as needed for the specific project.
P/F No unnecessary Special Provisions (esp. Shelf Special Provisions)
have been included.
P/F The 150.11 Special Provisions has limitations that apply to this project.
P/F Any time limitations and liquidated damage charges are addressed in
150.11 and 108.08 Special Provisions.
Cover Sheet
P/F Project Number(s) and Description(s) are correct.
P/F Project Map is Complete (Bridges, City/ County Limits, Rivers, Road
Names, Exceptions, Equalities, etc.)
P/F Project Lengths are correct
P/F Project Limits/Exceptions are correct
P/F County / Congressional District percentages are correct
P/F Traffic Design Data is correct (and the base year is approximately the
programmed let year)
Final Plans Signatures/PE stamp are on the final plans.
P/F The notes on the cover sheet are correct.
P/F The Functional Classification is shown and is correct.
P/F The Project Designation is shown and is correct.
Index
P/F All Standards and Construction Details necessary for Project are listed
and are current.
Final Plans All Standards and Construction Details included are included in the final
plans.
Project Quality Certification Checklist 8/25/2005
Page 4 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
Typical Sections
P/F Pavement / shoulder widths in accordance with "Green Book" and
GDOT policy.
P/F Cross Slope rate and direction for pavement and shoulders and side
slopes are correct.
P/F The Profile Grade Line is shown and is consistent with the plans.
P/F "Varies" widths are shown on the plans.
P/F All dimensions are accurate.
P/F Sufficient dimensions are provided to construct the project.
P/F Existing Centerline/Pavement referenced on the proposed section.
P/F Adequate Clear Zone is provided. (unless a DV has been obtained)
P/F Station Limits Agree with the Plan Sheets and Cross-sections (also, no
overlaps or skips).
P/F Guardrail Detail Included/ with Slope Control Table, including pavement
and curb under guardrail if needed.
F Pavement Section agrees with Approved Pavement Design.
F Alternate Pavement Structures are included if applicable.
P/F Superpave Levels and Descriptions in accordance with GDOT policy.
P/F Class B Concrete Widening detail included if needed.
P/F Pavement Reinforcing Fabric detail included if needed.
P/F Curb and Gutter type and size shown
P/F All notes are accurate for the project
P/F All special details included. (special ditches, midslope berms, slope
reinforcement, etc)
P/F All undercut details and locations are included and payment is
addressed.
P/F Pavement details are shown for temporary pavement.
P/F Bike lanes (and/or additional pavement width) are included if needed.
P/F All items shown in the Soil Survey are addressed. (i.e. undercut,
additional GAB, benching, etc.)
Summary of Quantities
F Items are included in Summary for all work shown on the plans
F The Quantities for the above items are accurate.
F Two independent sets of quantity calculations have been done and
agree and are in the project file.
F All GA. Standards noted in the summary are included in the list of
standards.
P/F Drainage Summary is in accordance with the Drainage manual.
P/F Project specific pipe selection chart included.
P/F All special notes included. (Special Clearing Limits, Field Office, etc)
Project Quality Certification Checklist 8/25/2005
Page 5 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
Detailed Estimate
F The items numbers listed in the Detailed Estimate are correct.
F The items shown in the Summary are also listed in the Detailed
Estimate (items that have a Separate Pay Item).
F The quantities shown agree with the Summary. (Slight round-up
allowed however, bridge quantities are not rounded)
F Asphaltic Concrete items are in accordance with GDOT policy.
F All supplemental information required for each pay item is provided.
(Size, Type, Special Provision, Construction Details, etc.)
F The items are separated by category (Signing, Temporary Erosion
Control, Bridge, etc.)
General Notes/Project Notes
P/F The NOI is required (or not required) note included and accurate.
P/F The “One Call” number for utility location is included.
P/F Disposal of existing bridge note included if needed.
P/F List of utility owners is complete and accurate or a note stating there
are “no utilities on project” is on the plans.
P/F All necessary project specific notes are included.
Construction Plan and Profile Sheets
P/F The Project Limits and End Construction stationing is shown and all
work is within these limits. (including side roads) (including tie-ins,
and staging)
P/F The proposed roadway ties to a road that will exist when the project is
constructed or a temporary tie is shown in the plans.
P/F All Horizontal and Vertical alignments are in accordance with GDOT
policy.
P/F Adequate geometry is included to construct project.
P/F Pipe sizes, flow arrows, structure types are shown and agree with
drainage profiles.
P/F Guardrail limits and anchors labeled. (The summary box matches the
information shown in the plans.)
P Driveways are in accordance with GDOT policy.
Project Quality Certification Checklist 8/25/2005
Page 6 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
F Driveways are in accordance with GDOT policy unless changed by
R/W agreement. All design variances required for driveways have
been approved.
P/F If a roadway ditch is draining a pond or wetland, the impact is included
in the Environmental Document and the 404 permit.
P/F If fill is being placed in standing water, adequate R/W or easement has
been provided to construct and maintain the fill and to provide
adequate erosion control. Easements and Pay Items for restoring
the pond are provided if needed.
P/F All ponds and dams are shown.
P/F All wetland and historic boundaries are shown.
P/F All Environmentally Sensitive Area (ESA) boundaries are shown, if
necessary.
P/F Stations and offsets are shown to the R/W markers.
P/F Any special ditches (with flow arrows) are shown in the plan view.
All streams are labeled and the direction of flow is shown.
P/F If the grade of the road is less than 0.5% (also applies to flat areas on
vertical curves), the SE is not less than 2% (in transitions) (It is not
possible to pave these areas without creating “birdbaths”.)
P/F The “K” values for the vertical curves are shown and meet the
proposed speed design.
P/F The sideroad grades match the mainline grade at the intersections.
P/F No sediment basins are within wetlands. (Unless they have been
“mitigated”.
Erosion Control
P/F Erosion Control Plans and Pay Items are in accordance with GDOT
policy.
P/F Adequate R/W or easements are provided for sediment basins.
P/F Sediment basin sizes and elevations (including primary / emergency
spillways) shown.
P/F Ditch protection shown and accurate per HEC 15.
P/F Adequate R/W is provided to install and maintain all devices.
P/F Monitoring locations and items are included if necessary.
P/F The CMP accurately reflects the field conditions. (2 Monitoring sites
(upstream and downstream) for streams or 1 representative
Monitoring location for outfalls)
P/F Sediment basin construction detail sheet (D-22) is included and the
required information is completed.
Project Quality Certification Checklist 8/25/2005
Page 7 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
Signing and Marking Plans
P/F Pavement width agrees with Construction Plans
P/F Raised island locations agree with Construction Plans
P/F Stop Bar and crosswalk locations agree with Signal Plans
F Pay items are accurate and current
P/F All needed Special Provisions are included and apply to this project
P/F Crosswalk locations match the WCRs shown on the Construction Plans
Signal Plans
P/F All strain pole locations are labeled and are within the R/W.
P/F All pole locations are labeled and any guy wire anchors needed are on
the R/W.
P/F All poles are “set-back” per GDOT policy or protected unless a design
variance has been requested (at PFPR) or approved (at FFPR).
P/F Mounting heights are shown for all aerial cable.(on joint-use poles)
F An agreement has been obtained if aerial cables, tension wires, etc.
are being attached to an existing Ga. Power (or other utility) pole.
F The plan notes address when the Contractor's maintenance of the
signal begins.
P/F All Special Provisions required for the signs, signals and interconnect
fiber are included.
F All pedestrian buttons are accessible.
Drainage Details
P/F The pipe sizes, elevations, and structure types shown on the
construction plans, drainage cross sections, drainage profiles, and
drainage summary agree.
P/F No catch basins are located in intersection radii of less than 75 feet.
(Move structure or use 1019A Type E, or 1019B.)
P/F All utilities and other structures that may conflict with the drainage are
shown.
P/F The drainage structures and pipes do not conflict with any proposed
utilities.
P/F The Traffic Control Plans address any staging required for culvert and
crossdrain construction.
P/F No water is being trapped against the roadway fill (i.e. wetlands are not
being created).
Project Quality Certification Checklist 8/25/2005
Page 8 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
P/F Concentrated flow in toe ditches and pipes is carried to an established
drainage channel (or, rip rap is provided change concentrated flow
to sheet flow).
P/F Raising the pavement during various stages of construction does not
trap water in the roadway during stage construction.
P/F Details for all pipes, culverts, culvert extensions, diversion channels,
and structures required for temporary drainage are shown and
payment is addressed.
Cross-Sections
P/F The cross-sections show the actual construction required (new
pavement, overlay, widening, etc.).
P/F The profile grade shown agrees with the profile.
P/F The cross-sections agree with the drainage cross-sections and the
cut/fill limits on the construction plan sheets.
P/F The cross-sections agree with the typical sections.
P/F Additional shoulder width is shown where guardrail is required.
P/F The additional grading for the Type 12 Guardrail Anchors is shown or
straight anchors are specified.
P/F Turn lanes are shown accurately.
P/F Adequate R/W has been provided for the additional grading at guardrail
anchors.
P/F The proposed grade is above the existing grade where the pavement is
being overlaid.
P/F The existing cross sections show existing retaining walls.
Utility Plans
P/F An accurate/ complete legend is included to identify the utilities
(existing, proposed by others, and required work by contractor).
P All existing utilities are shown on the PFPR plans.
F All existing and proposed utilities are shown on the FFPR plans.
P/F All utility work that may affect the required R/W or required easements
is shown on the plans.
F All utility work that is to be included in the contract is shown on the
FFPR plans.
F Payment is addressed in the FFPR plans (and Special Provisions
provided) for all utility work that is to be included in the contract.
Project Quality Certification Checklist 8/25/2005
Page 9 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
Bridge Plans
P/F The bridge alignment and profile matches the roadway plans.
P/F The bridge stations and elevations and skew angle agree with the
roadway plans.
P/F The bridge staging matches the roadway staging.
P/F The bridge width is in accordance with GDOT policy.
F All required pay items are included and the quantities are correct.
P/F All required notes are included and are correct.
F The bridge is designed and detailed in accordance with GDOT policy.
F The bridge design meets AASHTO requirements.
F All required information to stake out and construct the substructure is
included and accurate.
F All required information to stake out and construct the superstructure is
included and accurate.
F The superstructure fits the substructure.
F The caps are wide enough for the bearings. (esp. on skewed bents)
F The BFI has been reviewed and the recommendations are reasonable.
F The foundation plans are prepared in accordance with the BFI.
F The joint widths and locations agree with the design.
F Details are provided and payment addressed for all utility attachments.
P/F There is a route available to ship the beams to the bridge site.
P/F A bridge condition survey has been done and all recommendations are
addressed in the plans. (for bridge widenings only)
P/F A bridge deck survey has been done and all recommendations are
addressed in the plans. (for bridge widenings only)
P/F The bridge site has been inspected; the endrolls and intermediate
bents have been staked. There are no conflicts that will require
changes to the bridge.
F Cofferdams and seal concrete shown in the plans are per Office of
Construction (Bridges) recommendations.
P/F The Hydraulic and Hydrological Study and Preliminary bridge layout
have been performed in accordance with the guidelines and
requirements of Chapters 6 and 10 of the draft Georgia Drainage
Design Manual. (Stream crossings)
P/F The proposed bridge superstructure has the required free board as
specified in Chapter 6 of the draft Georgia Drainage Design
Manual. (Stream crossings)
P/F The span arrangement of the bridge has been set so that bents within
the stream channel have been eliminated or minimized (new
structures only).
Project Quality Certification Checklist 8/25/2005
Page 10 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
F Quantities shown in the Summary of Quantities are equal to the sum of
the pertinent components.
F Pile footing elevations are set such that there will be at least 2 feet of
cover on top of the footing, and the cover is not excessive.
F For footings with seal concrete, the elevation is given at the bottom of
the footing for pile footings and at the bottom of the seal for spread
footings, and the seal concrete detail is included in the plans.
Wall Plans
P/F All walls are shown accurately in the plan view and agree with the
construction plans.
P/F All walls are shown accurately on the cross sections.
P/F The wall envelopes are accurate.
P/F The ends of the walls tie to the existing ground or another structure.
P/F The wall pay items are correct and the quantities are accurate.
F Alternate wall plans are provided if necessary.
P/F All stain poles, drainage and utilities near walls are shown on the wall
plans.
P/F Drainage through the walls is addressed.
P/F Drainage at the ends of the walls is addressed.
Staging Plans
P/F Plans are buildable.
P/F Horizontal and vertical alignments and construction details of onsite
detours are provided.
P/F All temporary grading and pavement is shown and the payment
addressed (including removal).
P/F The Staging Plans address all staging required for sideroad
construction.
P/F Water is not being trapped in the travel lanes.
P/F An outfall is provided for all water during every stage.
P/F All temporary drainage devices are shown and payment addressed.
(This includes temporary; structures, slope drains, culvert
extensions, etc.)
P/F All adjustments to permanent drainage structures are shown and
payment addressed.
P/F Staging cross-sections are provided.
P/F The cut/fill limits do not conflict with the travel lanes during any stage.
Project Quality Certification Checklist 8/25/2005
Page 11 of 11
P/ Date By P-PFPR
F C’kd. F- FFPR
P/F Special Provision 150.11 covers any required time restrictions. (working
hours by day of week, limits on lane reductions, limits on detours,
special event clauses, etc.)
P/F Special Provision 108.08 is included to enforce the limits shown in
150.11.
P/F Detours of State Routes have been approved, are shown and any
temporary signing is addressed.
P/F Approval has been acquired from the local government if detours use
local roads or if any local roads will be closed temporarily or
permanently.
P/F Adequate R/W (or easement) is provided for on-site detours.
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