Spring 2014

 Proper Drainage  Safe  Long-lasting  Contractor’s Responsibility  But inspector’s confirm correct installation  Refer to contract docs and grade stakes

 Prior to placement  Check Plan  Check accuracy – correct casting, inlet, sizing, etc.  Utility conflicts:  Buried gas, telephone, TV cable, electric lines  More often: sanitary sewer leads, water mains, water leads  Anticipated problems such as traffic handling, safety, and erosion control (dewatering) should be discussed with contractor.  Grade Stakes  Placed parallel (and offset) to proposed storm sewer installation  100’ intervals when using a laser

 All work activities  Verbal instructions given  Factors adversely affecting the progress of work (delivery of materials, equipment breakdowns, plan changes/ errors, etc)  Unsatisfactory work by contractor and corrective actions ordered  Job progress with all bid item work quantities  Conditions that may lead to changes, extra work, or claims  Safety conditions  Traffic handling  Testing and lab results with failures and resolutions  Pipe sizes and heat numbers – and any damage they have AND TAKE LOTS OF PICTURES

 Get the appropriate paperwork  Check approved list for pipe manufacturers  Found in the “WisDOT Materials Testing Information, Materials Tracking Approved Product Lists”  Get the certification and Bill of Lading  From driver or contractor’s rep  Standard statement at the bottom of Bill of Lading should be signed  Place in project records  Spot check delivered materials  Do this while the truck is still loaded or after the material has been distributed  Check Markings on Pipe, All Pipes Should Have A Manufacturer Marking  Conduct a visual inspection of the material received  Watch the unloading  Document any rough handling of the pipe  If a pipe doesn’t look good, call it to the project engineer’s attention

MaterialCharacteristics/Guidelines Composite pipe new condition (dimensions and physical defects). Confirm that it is on the approved list. Reinforcing steel (Used for cast-in-place inlets and manholes) check Bill of Lading and certification. new condition (dimensions and physical defects). meets standard detail drawings. correct size. Gasket material (rubber, and plastic O-ring, mastic) new condition. (dimensions and physical defects). The supplier maintains certifications on file. These are to be made available to the engineer upon request. made specifically for the purpose intended (check the container). document the brand and source Blocks & bricks meets Standard Specifications confirm that it is on the approved list new condition (dimension and physical defects). Mortar meets Standard Specifications Pre-cast inlets and manholes check Bill of Lading and certification. confirm that it is on the approved list new condition (dimensions and physical defects). Inlet and manhole covers (Includes frames, grates and lids) check Bill of Lading and certification confirm that is on the approved list. If it is not from an approved source then a certification is required. Concrete for cast-in-place inlets and manholes Refer to section 501 of the Standard Specifications. (Also consult the project engineer for concrete masonry specs).

 Backhoe is typically used to excavate  If embankments are needed (pipe in a fill section), they are constructed in layers (Standard Spec 207)  Excavation begins at the low (discharge) end and is typically done with bulldozers and backhoes

 Trench must be correct depth and shape  Deep culverts will have sloped sides  Trench width= 36” + outside pipe diameter  Wider is easier for contractors, but avoid this – may affect loading of the pipe, also more room to settle  Check flowline grade  Laser or stringline

Typical Culvert/Storm Sewer Trench (Shallow to Medium Depth) Typical Culvert/Storm Sewer Trench (Medium to Deep)

 Foundation of bed  Pipe foundation: native material that supports the pipe  Pipe bedding: material that is in contact with the bottom of the pipe  Pipe bedding: granular backfill or Clear Stone  Figures on the next page show the foundation requirements based on the foundation material

Earth Support Bedding Details for Storm Sewers and Pipe Culverts Granular Support

 The spigot, or tongue, ends should point in the direction of flow  Check rubber O-rings installation or mastic placement  Pipe, or joint, ties needed on steep grades and to possibly at bends (counter the thrust of water)

 Frames, grates, and covers are usually installed in conjunction with curb and gutter installation or paving  Concrete brick or block masonry, brick masonry or pre-cast concrete masonry set on mortar beds will not be backfilled until at least 3 days after completion  Backfill placed in continuous horizontal layers not more than 8” thick  Never allow contractor to dump loads of backfill directly into the structure trench and against the unit (may cause mis-alignment)  Know the type of frame prior to placing storm sewer pipe to ensure proper alignment with the curb & gutter  Good practice to require a hand held concrete vibrator to flow concrete completely under the frame casting  Almost everything is either cast-in-place or precast

 Make sure contractor is using appropriate and adequate material  Ensure compaction below the round of the pipe  Backfill in layers not exceeding 6”, to the elevation of the top of the pipe, 8” layers above that  Entire length of layer must be compacted before next is placed  Equipment  Sides of trench: plate compactor or tamper  Granular backfill/material: vibratory plate compactor  Silty or clayey type backfill: tamping compactor (jumping jack)

 Backfilling material should be Granular Backfill (Subsection 209 of the Standard Specs) EXCEPT that NO particles of the following sizes should be placed around the pipe and to 6” above the pipe Pipe TypeParticle Size Concrete pipe  6 inches Composite pipe  1½ inches  In some cases, the use of puddling or water flooding for consolidating the backfill material may be used

 Storm sewer pipe – LF  Measured from pipe end at a free outlet to the center of the end catch basin, manhole or inlet, etc, or center to center  Inlets, manholes, and castings are paid for by the unit  SPVs common for storm sewer info

 History  WisDOT used to have full control of all aspects of construction survey  In about year 2000, contractors became involved and new bid items were created to shift survey costs from WisDOT overhead to improvement funds. The use of contractor staking steadily increase to what it is today  First Priority  Checking Project Control Points (CP’s) and Bench Marks (BM’s)  Machine Control Grading- GPS  Contractor decision if they have this technology. It only replaces subgrade staking (blue tops) and slope staking requirements. WisDOT supplies the design survey files and contractor develops a model. Not all projects are suitable to use GPS.

 Accuracy  It is generally accepted the error of closure in establishing or checking an intermediate bench mark be not more than 0.02 ft, while for other level work such as taking cross sections or setting grade and slope stakes and similar work, an error of closure on a bench mark of 0.05 ft is allowable.

 Lath - number of uses for locations, stationing, rough grading elevations, right of way, to guard important ground points. Long ¼ inch thick wood about 2 inches wide. Can write detailed information on lath.  Hubs - generally used to set elevations and designate offset information. Generally 2 in. X 2 in. X 1 ft. long or less.  Stakes or Slope Stakes- generally used for writing information. ½ inch X 3 in. X 18 inches long.  Right of Way - land or property considered public domain controlled by the State or other governing authority

 Survey Flags - generally used to bring attention to hubs or survey monuments. Color coded:  Blue - used for marking subgrade staking commonly referred to as blue tops  Blue top hubs are generally set every 100 ft (every station) in rural roadway projects and every 50 ft in urban type projects. Grade transitions for super elevations may require additional blue top hubs. Are set at predetermined offsets at a plan elevation. Used by grading contractors to finish grade the regular earth fill or cut. General accepted level of accuracy, nearest ½ inch or 0.04 ft  Red - used for marking base course staking commonly referred to as red tops.  Red top hubs are set at similar distances as blue tops at predetermined offsets at plan elevations. Used by grading contractors to finish the base course immediately below the bottom of new pavement. General accepted level of accuracy is ½ in. or 0.04 ft but varies from person to person.

 Survey Flags- generally used to bring attention to hubs or survey monuments. Color coded:  Pink- used for marking stakes, stationing, paving grades, curb and gutter stakes, slope stakes, and overall general points on projects. Limited area to write on flags.  Concrete Pavement- hub is set at a predetermined offset from the Edge of Pavement and set to NO specific grade. Stake is placed with information stationing of hub and an fill or cut to the finished edge of pavement. Usually set every 50 ft in rural projects and 25 ft in urban projects. Staking can be closer together to designate pavement transitions of super elevation.  Curb and Gutter- hubs are set with a predetermined offset to the Back of Curb every 50 or 25 feet. Transitions may require more stakes. A stake/flag is set with information with cut or fill to the Top of Curb. Stationing is also designated. For already placed concrete pavement, curb and gutter staking is not required.

 SLOPE STAKING  Slope stakes are used by the grading contractor to build the roadway to the plan grades. These stakes are typically offset a predetermined distance from the slope intercept (contractor choice). These stakes serve many purposes:  designate the lateral grading limits by designating the slope intercept  designate stationing/offsets  give horizontal and vertical measurements from the stake to specific points on the finished roadway subgrade.  Designate the shape/depth of the ditch cut if required  Designate the fill slope if in a fill situation  Provide a check as to the accuracy of the original design survey cross sections. If not accurate, take a new cross section.

 Right of Way Stakes and Posts  Designate with ½ inch rebar driven at least 2 feet into the ground and to an elevation at or just below the ground surface. Accuracy within ½ inch. Yellow cap inserted on the top of the rebar.  A Marker Post and r/w placard sign installed to the side of the rebar.  Location of R/W stakes usually at bend points or intermediate stakes on long tangents. Marker posts are not typically placed in lawn areas.  Established Bench Marks, Section Corners, Other  PDS generally protects /preserves important survey points and sometimes the project will reset section corners and bench marks as required.