609.01 592 SECTION 609 – PIPE REMOVED AND RELAID
609.01 Description ................................ ................................ ................... 592
609.02 Materials ................................ ................................ ...................... 592
609.03 Equipment ................................ ................................ .................... 593
609.04 Preliminary Work ................................ ................................ ......... 593
609.05 Removing Pipe ................................ ................................ ............. 593
609.06 Preparing Pipe for Relayin g ................................ ......................... 593
609.07 Structure Excavation and Foundation Preparation ....................... 593
609.08 Relaying or Placing Pipe ................................ .............................. 594
609.09 Backfilling ................................ ................................ .................... 594
609.10 Final Cleanup ................................ ................................ ............... 594
609.11 Method of Measurement ................................ .............................. 594
609.12 Basis of Payment ................................ ................................ .......... 595
DESCRIPTION
609.01 Description
This work consists of removing and relaying pipe culverts and storm sewers or sanitary sewers as shown on the Plans, specified in the Contract , or directed by the Engineer. The work also includes all labor and materials as may be necessary to make connections with other drainage structures as shown on the Plans or as directed b y the Engineer. This item does not include pipes that are to be removed but not to be incorporated into the Work. MATERIALS
609.02 Materials
Provide materials as specified in: Joint Mor tar ................................ ................................ ........... 905.02 Rubber Gaskets ................................ ................................ ...... 905.03 Hemp or Oakum Gaskets ................................ ....................... 905.04 609.03 593 Obtain the Engineer’s approval of all materials and devices to be used in making connections before using them in the work. EQUIPMENT
609.03 Equipment
Provide equipmen t as specified in 607.03. CONSTRUCTION REQUIREMENTS
609.04 Preliminary Work
Perform Clearing and Grubbing, Removal of Structures and Obstructions, and Excavation and Undercutting as specified in 201, 202, and 203, respectively.
609.05 Removing Pipe
Carefully remove the pipe and handle so as not to damage or cause the pipe to be unfit for relaying. Replace pipe damaged as a result of negl igence or inefficient handling or any other action under the Contractor’s control, with pipe of the same kind and quality at no cost to the Department.
609.06 Preparing Pipe for Relaying
Clean the pipe, inside and outside, of all dirt, debris, mortar, and other foreign matter. Cut salvaged pipe to obtain the required lengths, and furnish coupling bands, gaskets, and other jointing materials necessary to make all connections. Ensure that all pipe to be relaid is sound and in good condition. Do not use broken or deteriorated sections of pipe or connections.
609.07 Structure Excavation and Foundation Preparation
Perform Structure Excavation and Foundation Preparation as specified in 607.05. 609.08 594 609.08 Relaying or Placing Pipe Relay or place pipe of the various types specified as prescribed for the respective types in 607.06, 607.07, 607.08, 608.06, and 608.07.
609.09 Backfilling
Perform backfilling as specified in 204 for pipe culverts.
609.10 Final Cleanup
Dispose of all excess or unsuitable material as dire cted by the Engineer. Perform final cleanup as specified in 104.10. Store all material that is to become the Department’s property as directed by the Engineer. COMPENSATION
609.11 Method of Measurement
The Department will measure pipe removed and relaid, of the various kinds, by the linear foot along the centerline of the pipe and from end to end of the pipe, complete in place, including incidentals, after relaying. The Department will not measure pipe removed but not relai d. Excavation, including the volume occupied by the pipe, performed to remove pipe under this Section will be measured for payment in accordance with 204.12, for Culvert Excavation (Unclassified). Unless otherwise shown on the P lans, the Department will not measure structure excavation, and will consider such work to be incidental to other items of construction. When the Plans provide for direct payment of Structure Excavation, the Department will measure and pay for this work i n accordance with 204.12 for Culvert Excavation (Unclassified), and the volume occupied by the pipe will be included in the measurement for payment. 609.12 595 609.12 Basis of Payment The Department will pay for a ccepted quantities of pipe removed and relaid at the contract unit price per linear foot for each type of pipe, complete in place. With the exception of pipe to be replaced at the Contractor’ s expense , the Department will pay for pipe used to replace rejected pipe under the Section covering the type and kind of pipe being replaced. 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