604.3(d) 604.4(a) and a remediation plan as specified in Section 601.3(p). Note all joint openings that are less than the minimum joint opening in the inspection report.
• If joint opening is greater than the maximum joint opening according to Table A with out soil infiltration, the pipe joint will be accepted with reduced payment. Note all joint openings that are greater than the maximum joint opening in the inspection report.
• If any soil infiltration is identified at the pipe joint during inspection, submit a pipe analysis and a remediation plan as specified in Section 601.3(p). Note all joints with soil infiltration in the inspection report.
604.4MEASUREMENT AND PAYMENT —
Measured along the length of pipe to the centerline of “T,” “Y,” “K,” and other connections . If pipes are protected by endwalls or connected with drainage structures, include payment for the width of the structure wall. The unit price includes the excavation, the removal and disposal of existing pipe, the impervious material , the pipe, connecting bands, geotextile, and the coarse aggregates for backfill as shown on the Standard Drawings or as indicated. Furnishing personnel and equipment for dewatering operations, inspection of pipes, and all remedial measures are incidental to the pipe items. If the pipe ite m for shore/trench box is indicated or required; the unit price includes placement and removal or keeping in place of shoring, supports, shield systems and trench boxes as specified in Section 601.3(g). Payment for remediation of trench bottom or for obstructions encountered including changes to or the addition of trench support methods , as directed by the Representative, will be made as specified in Section
110.03(c)
605.1 605.2(d)
605.1DESCRIPTION —This work is construction and/or cleaning of endwall, inlet, manhole, and spring box
structures of the type indicated.
605.2MATERIAL —
in Section 1105.02(a) 3.c, or gray, malleable, or ductile iron as specified in Section 1105.02(h). For Type M Frames , provide either structural steel as specified in Section 1105.02(a)2 or gray, malleable, or ductile iron as specified in Section 1105.02(h) . Certify as specified in Section 106.03(b)3. Coat structural steel grates with asphalt paint in the shop or in the field, before placement. Coat structural steel frames with asphalt paint when placing in the concrete inlet top. Cover frames and grates completely with no pin holes or voids. As an alternative to asphalt paint, hot dip galvanize structural steel grates and frames as specifie