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� . • <br /> � <br /> F. Contractor shall position loops so that no portion of any loop lies over conduit. <br /> G. Contractor shall make tentative layouts of all loops as shown on plans, then arrange for <br /> confirmation of layouts by the City Engineer prior to sawcutting. <br /> H. Ail loops shali be brought to pull box individually through a chase and conductors shall have two <br /> turns of twist per foot and spliced in pull box. <br /> I. Wire shali be installed in a slot sawcut in the pavement. Residue resulting from slot cutting <br /> operations shail not be permitted to fiow across shoulders or lanes occupied by public traffic and <br /> shall be removed from the pavement surface by vacuuming or other approved method before <br /> any residue flows off of the pavement surface. Residue from sawcutting operations shall be <br /> disposed of outside the highway right of way in conformance with the provisions in Section 7- <br /> 1.13 of the Standard Specifications. <br /> J. Slots cut in the pavement shall be smooth, washed clean, blown out and thoroughly dried before <br /> installing conductors. <br /> K. Loop wire shall be Type 1, Type RHW-USE neoprene-jacketed or Type USE cross-linked <br /> polyethylene insulated, No. 12, stranded copper wire, the minimum insulation thickness at any <br /> point shall be 40 mils, in accordance with Section 86-5.01 A of the Standard Specifications. <br /> One continuous, unbroken length shall be used to form a loop of the number of turns required <br /> and the lead-in from loop to junction box. <br /> L. The lead-ins from the detector shall be Type B, lead-in cable shall be insulated with 20 mils of <br /> high-density polyethylene. The conductors shall be twisted together with at least 2 turns per foot <br /> and the twisted pair shall be protected with a copper or aluminum polyester shield. A No. 20, <br /> minimum, copper drain wire shall be provided and connected to the equipment ground within <br /> the cabinet. The cable shall be provided with a high-density polyethylene or high-density <br /> polypropylene outer jacket with a nominal thickness of 32 mils. An amorphous interior moisture <br /> penetration barrier of nonhydroscopic polyethylene or polypropylene fillers shall be provided in <br /> accordance with Section 86-5.01 A. The lead-in shall be spliced, soldered and taped to the loop <br /> at the junction box. The shield shall be connected to the controller cabinet ground bus. Where <br /> spade terminals are used to secure the lead-in wire to field terminal blocks, the spade terminals <br /> shall be soldered as well as crimped to the UF wire. All detector lead-in cable shall be <br /> continuous - no splicing is permitted. <br /> M. After the loop conductors are installed in the pavement, the slots shall be filled to within 1/8" of <br /> the pavement surface with the appropriate sealant. All excess shall be removed. <br /> N. Detector loop lead-ins shall be installed in conduit from the gutter to the splice box. After <br /> installation of loop wires, gutter end of conduit is to be sealed with duct seal and excavation is to <br /> be filled with sand to within 1-1/2" of road surface and capped with asphalt. <br /> O. All splices shall be soldered to ensure constant low resistance and must be insulated in such a <br /> manner that the installation maintains resistance to ground of not less than 100 megaohms. To <br /> ensure that the loop installation is correct, a continuity check of the loop writing and a resistance <br /> check of this loop-to-ground shall be performed using a "megger" or other suitable insulation <br /> tester, with a representative of the City Engineer present. Loop readings that decrease below <br /> 20 megaohms during the guarantee period shall be considered below minimum limits and shall <br /> require replacement. <br /> P. The contractor shall test the detectors with a motor-driven cycle, as defined in the California <br /> Vehicle Code, that is licensed for street use by the Department of Motor Vehicles of the State of <br /> California. The unladen weight of the vehicle shall not exceed 200 pounds and the engine <br /> displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles <br /> designed to activate the detector will not be permitted. The contractor shall provide an operator <br /> who shall drive the motor-driven cycle through the response or detection area of the detector at <br /> SIGNALS, LIGHTING,AND ELECTRICAL SYSTEMS <br /> EAST BAYSHRORE ROAD STREET LIGHTING PROJECT 16500-15 <br />