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I <br /> 1 little as possible. The streets, sidewalks and private driveways shall be kept <br /> 2 open by the Contractor except for the brief periods when actual work is being <br /> 3 done. <br /> 4 7. The Contractor shall provide traffic cones, 24 inches in height, barricades and I 5 drums, with warning lights in sufficient number and in good condition as required <br /> 6 to protect the work and the public throughout the length of the job. <br /> 7 8. No lane closures will be permitted between 3:30 p.m. and 6:00 p.m., unless <br /> 8 specifically approved by the Engineer. 111 <br /> 9 To protect the rights of abutting property owners, the Contractor shall: <br /> 10 1. Conduct the construction so that the least inconvenience as possible is caused to I 11 abutting property owners; <br /> 12 2. Maintain ready access to driveways, houses, and buildings along the line of work; <br /> 13 3. Provide temporary approaches to crossing or intersecting roads and keep these <br /> III <br /> 14 approaches in good condition; and <br /> 15 4. Provide another access before closing an existing one whenever the contract <br /> 16 calls for removing and replacing an abutting owner's access. I <br /> 17 When traffic must pass through grading areas, the Contractor shall: <br /> 18 1. Make cuts and fills that provide a reasonably smooth, even roadbed; <br /> 19 2. Place, in advance of other grading work, enough fill at all culverts and bridges to <br /> 20 permit traffic to cross; <br /> 21 3. Make roadway cuts and fills, if ordered by the Engineer, in partial-width lifts, <br /> 22 alternating lifts from side to side to permit traffic to pass on the side opposite the <br /> 23 work; <br /> 24 4. Install culverts on half the width of the traveled way, keeping the other half open to <br /> 25 traffic and unobstructed until the first half is ready for use; <br /> 26 5. After rough grading or placing any subsequent layers, prepare the final roadbed to a <br /> 27 smooth, even surface (free of humps and dips) suitable for use by public traffic; and <br /> 28 6. Settle dust with water, or other dust palliative, as the Engineer may order. If <br /> 29 grading work is on or next to a roadway in use, the Contractor shall finish the <br /> 30 grade immediately after rough grading and place surfacing materials as the work I <br /> 31 proceeds. <br /> 32 The Contractor shall conduct all operations to minimize any drop-offs (abrupt changes in <br /> 33 roadway elevation) left exposed to traffic during nonworking hours. Unless otherwise specified <br /> 34 in the Traffic Control Plan, drop-offs left exposed to traffic during nonworking hours shall be 111 <br /> 35 protected as follows: <br /> 36 1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain <br /> 37 exposed with appropriate warning signs alerting motorists of the condition. <br /> 38 2. Drop-offs more than 0.20 foot that are in the traveled way or auxiliary lane will not be <br /> 39 allowed unless protected with appropriate warning signs and further protected as <br /> 40 indicated in 3b or 3c below. <br /> 41 3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are not within the <br /> 42 traveled way shall be protected with appropriate warning signs and further protected <br /> 43 by having one of the following: <br /> 44 A) A wedge of compacted stable material placed at a slope of 4:1 or flatter. <br /> 45 B) Channelizing devices (Type I barricades, plastic safety drums, or other I <br /> 46 devices 36 inches or more in height) placed along the traffic side of the drop- <br /> 47 off and a new edge of pavement stripes placed a minimum of 3 feet from the <br /> 48 drop-off. The maximum spacing between the devices in feet shall be the <br /> RIVERFRONT DEVELOPMENT NORTH WETLAND COMPLEX 54 <br />