610.01 596 SECTION 610 – PIPE DRAINS
610.01 Description ................................ ................................ ................... 596
610.02 Materials ................................ ................................ ...................... 596
610.03 Reserv ed ................................ ................................ ....................... 597
610.04 Preliminary Work ................................ ................................ ......... 597
610.05 Structure Excavation and Foundation Preparation ....................... 597
610.06 Backfill ................................ ................................ ......................... 597
610.07 Suspending Pipe Drains ................................ ............................... 597
610.08 Placing and Joining Pipe ................................ .............................. 597
610.09 Painting Pipe Drains ................................ ................................ ..... 598
610.10 Finishing and Final Cleanup ................................ ........................ 598
610.11 Method of Measurement ................................ .............................. 598
610.12 Basis of Payment ................................ ................................ .......... 599
DESCRIPTION
610.01 Description
This work consists of furnishing and constructing or placing pipe drains not classified as pipe culverts or storm sewers in 607, sanitary sewers in 608, or underdrains in 710. Construct pipe drains of the kinds and sizes of pipe shown on the Plans, specified in the Contract , or established by the Engineer. MATERIALS
610.02 Materials
Provide materials as specified in: Joint Mortar ................................ ................................ ........... 905.02 Rubber Gaskets ................................ ................................ ...... 905.03 Paint ................................ ................................ ............................ 910 Non-Reinforced Concrete Pipe ................................ .............. 914.01 Vitrified Clay Pipe ................................ ................................ . 914.06 Plastic and Polyethylene Corrugated Tubing ......................... 914.07 Cast Iron Pipe ................................ ................................ ......... 915.01 610.03 597 Corrugated Metal Pipe (Non -Perforated) ............................... 915.02 Corrugated Aluminum Pipe (Non -Perforated) ....................... 915.02 Use the paint system shown on the Plans. Where Pipe Drains (Bridge Drains) are specified, provide metal pipe meeting 915.02, or polyethylene pipe meeting AASHTO M 294.
610.03 Reserved
CONSTRUCTION REQUIREMENTS
610.04 Preliminary Work
Perform Clearing and Grubbing, Removal of Structures and Obstructions, and Excavation and Undercutting as specified in 201, 202, and 203, respectively.
610.05 Structure Excavation and Foundation Preparation
Perform Structure Excavation and Foundation Preparation as specified in 204. For pipe drains, unless otherwise shown on the Plans or directed by the Engineer, cu t a shallow trench in natural ground or compacted embankment to a depth of not less than 10% of the outside vertical pipe diameter and shape to fit the lower pipe exterior for the specified embankment.
610.06 Backfill
Backfill trenches as specified in 204 for pipe culverts.
610.07 Suspending Pipe Drains
Where pipe drains are to be placed above the ground surface, suspend them as shown on the Plans or as directed by the Engineer, and ensure that t hey are securely and rigidly held in place.
610.08 Placing and Joining Pipe
Place pipe for drains as specified in 607.06. Make joints in concrete, clay, and corrugated metal drain pipe as specified in 607.07. 610.09 598 Form joints in cast iron pipe in accordance with the manufacturer’s recommendations, using the recommended fittings and methods.
610.09 Painting Pipe Drains
Do not paint concrete, vitrified clay, and corrugated metal pipe drains, even if they are to be exposed, unless otherwise shown on the Plans. Paint cast iron drains that are to be exposed and do not have a bituminous coating in accordance with the applicable requirements of 603. Clean cast iron pipe drains that have a bituminous coating and treat with two coats of bituminous material of such kind and grade that the finished co ating will be tough when cold and not tacky during hot weather. Painting shall include all hangers, braces, and other appurtenances.
610.10 Finishing and Final Cleanup
Dispose of all excess or unsuitable material as directed by the Engineer. Perform final cleanup as specified in 104.10. COMPENSATION
610.11 Method of Measurement
The Department will measure pipe drains, of the various kinds and diameters, for payment by the linear foot along the centerline of the pipe, and from e nd to end of the pipe, including incidentals, complete in place. The Department will measure each kind and diameter of pipe separately. The Department will not measure excavation, foundation preparation, or backfilling associated with the construction of pipe drains for payment. The Department will not measure hangers, braces, and similar supports for suspending or hanging pipe drains. Pipe used in weep holes and drainage openings 6 inches in diameter or less, through concrete abutments, decks, slabs, floo rs, walls, or similar features will not be paid for directly or under the pay items of this Section, but will be handled in accordance with 604.30.A. 610.12 599 610.12 Basis of Payment The Department will pay for accepted quantities at t he contract prices as follows: Item Pay Unit __” Pipe Drain (Bridge Drain) Linear Feet Plastic Pipe Drains (__ ”) Linear Feet 611.01 600 SECTION 611 – MANHOLES, CATCH BASINS, INLETS, AND PIPE END WALLS
611.01 Description ................................ ................................ ................... 600
611.02 Materials ................................ ................................ ...................... 600
611.03 Reserved ................................ ................................ ....................... 601
611.04 Preliminary Work ................................ ................................ ......... 601
611.05 Structure Excavation, Foundation Preparation, and Backfill ....... 601
611.06 Concrete Construction ................................ ................................ .. 601
611.07 Inverts ................................ ................................ .......................... 602
611.08 Reserved ................................ ................................ ....................... 602
611.09 Inlet and Outlet Pipes ................................ ................................ ... 602
611.10 Castings and Fittings ................................ ................................ .... 602
611.11 Final Cleanup ................................ ................................ ............... 603
611.12 Method of Measurement ................................ .............................. 603
611.13 Basis of Payment ................................ ................................ .......... 604
DESCRIPTION
611.01 Description
This work consists of constructing manholes, catch basins, inlets, and pipe end walls at the locations shown on the Plans. The work includes furnishing and installing incidental appurtenances and connections to pipe and other structures as may be necessary to complete the construction as shown on the Plans or as directed by the Engineer. MATERIALS
611.02 Materials
Provide materials as specified in: Steel Bar Reinforcement ................................ ........................ 907.01 Structural Steel ................................ ................................ ....... 908.01 Gray Iron Castings ................................ ................................ . 908.07 Precast Manholes and C atch Basins ................................ ....... 921.10