Section 683 Section 683 683-C: Lighting Assembly, Underpass, * , Type - per each 683-D: Portable Electric Power Unit - per each * Specify Type of Lighting Fixture SECTION 684 - POLE FOUNDATIONS
684.01 Description. In additional to the requirements set forth in Section 681, pole
foundations shall be cast-in-place reinforced co ncrete pilings or driven piling of types and sizes detailed on the plans.
684.02 Materials. Concrete for pole foundations shall be Class "B" structural concrete.
All reinforcement steel shall be in accordance with Section 711 of the Standard Specifications. The sizes for the reinforcement shall be as shown on the plans. Pilings will be in accordance with Section 719 of the Standard Specifications.
684.03 Construction Requirements. Pole foundations shall be constructed as per the
details on the plans, this specification and Section 803 of the Standard Specifications. Casings, as required, will be in accordance w ith Section 803 of the Standard Specifications. Structure excavation for foundations shall be opened vertic ally in accordance with Section 801 of the Standard Specifications. All reinfo rcement, conduits, and anchor bolts shall be set in place before any concrete is poured. Forming, casting, and curing shall be in accordance with Section 601 of the Standard Specifications. When the depth of a foundation is more than five feet, a tremie will be required during the placement of the concrete. When a tremie is used, it shall be in accordance with the requirements in Subsection 804.03.6.1. It may be necessary to used slip casing to ke ep the holes open. Casing will be required in portions of the holes that are not stable. Casings authorized by the Engineer shall be of suitable size and strength to accommodate th e drilling equipment and to withstand ground- pressures and removal operations without deformation of the poured shaft. When removed, the casings shall revert to the Contractor for disposal.
684.04 Method of Measurement. Pole foundations of the size specified will be
measured by the cubic yard, wh ich measurement shall be the area bounded by the vertical planes of the neat lines of the foundation. Slip casings will be measured by the linear foot from the ground elevation to the bottom of the strata needing to be cased. Piling will be measured by the linear foot from the bottom of the pile to the top of the pile.
684.05 Basis of Payment. Pole foundations, measured as prescribed above, will be paid
for at the contract unit price per cubic yard, which price shall include full compensation for concrete, structure excavation, and reinforc ing steel, for placing, vibrating, curing, installing, final clean-up, all e quipment, labor, tools and incidentals necessary to complete the work. Slip casings, measured as prescr ibed above, will be paid for at the contract price per linear foot, which price shall be full compensation for all materials, tools, equipment, labor, and incidentals necessary to complete the work. Piling, measured as prescribed above, will be paid for at the contract price per linear foot, which price shall be full compensation for all materials, tools, equipment, labor, and incidentals necessary to complete the work. Payment will be made under: 684-A: Pole Foundations, __" Diameter - per cubic yard 684-B: Slip Casings, __" Diameter - per linear foot 684-C: Piling - per linear foot SECTION 685 - TEMPORARY LIGHTING SYSTEM
685.01 Description. In additional to the requirements set forth in Section 681, a
temporary lighting system shall consist of furnishing all materials, installing, erecting, constructing, and assembling same to ensu re a properly operating temporary lighting system in accordance with the plans and specifi cations. The work shall also include all maintenance associated with the completed lighting system, provision of service and electrical power for this system during the duration of the required lighting period, adjustment and relocation during traffic control phases and removal of the system at the completion of the required lighting period.
685.01.1 General. The Contractor shall make provisions with the serving utility company
for all construction necessa ry by the utility for power service. It will be required that initial fees be paid to the utility for installation of wi ring, transformers, cutouts, etc., before utility construction can begin. The Contractor shall be responsible for repa iring all malfunctions in the system due to equipment failure, vandalism, accidents, etc., including all parts, labor, equipment and incidentals necessary to maintain the system. The Contractor shall also be responsible for all utility company costs for removal of the service upon completion of the project at no additional costs to the State. The system shall be in fully operating condition during all hours of darkness for the duration of the required lighting period. All electrical materials and operations for co mplete and operative systems shall be as follows and hereinbefore specified. Lighting systems complete with fixtures, lamp s, poles, switches, conduits, and wiring shall be provided.