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the Drawings and shall be firmly and secu rely' held in <br /> position. In no case shall the clear depth of the reinforce- <br /> ment , measured from the outside of the bar to nearest concrete <br /> surface , be less than one and one-half inches . All anchor <br /> bolts , forms for cored holes , conduits , pipes , or other inserts <br /> shall be accurately placed and frimly held in exact position in <br /> such a manner as to prevent disturbance during the placing of <br /> concrete. <br /> No concrete shall be deposited until the form work and the <br /> placing of reinforcing steel and inserts have been completed <br /> and inspected , and permission has been given by the Inspector <br /> to place the concrete. <br /> All concrete shall be Class "A" meeting all the requirements <br /> of Section 90 of the Standard Specifications . <br /> E. MAIN-LINE _METER <br /> Tube Type Meter - 150# Working Pressure 6 "Size., Flanged Ends . <br /> Meters to be of the propeller type and to be furnished complete <br /> with integral cast tube of close-grain, high tensile• cast iron <br /> having flanged ends , faced and drilled 125# standard . deter Lube <br /> to be furnished with full-length stainless steel liner and three <br /> stainless steel straightening vanes , radially spaced 120 degrees <br /> apart. Dieter tube to have the same nominal inside diameter <br /> throughout its length to offer minimum obstruction to the flow. <br /> Meterhead to be connected to the tube by means of a flanged <br /> connection designed for easy removal from the tube for inspection <br /> or repair. Meterhead to have cover plate of close-grain, high tensile <br /> cast iron with propeller gear box of cast bronze. Meterhead to be <br /> furnished with plastic propeller mounted transversely in the center <br /> of the meter tube. Rotation of the propeller shall be transmitted. <br /> by means of a worm and worm gear to a 6-digit straight reading <br /> totalizer reading units of- gallons . Meter to be suitable for normal <br /> flows between 90 and 900 gallons per minute and for temporary flows <br /> up to 50 per cent above the normal maximum. Meter to register <br /> within 2 per cent (2%) of the true flow of water, all flows above <br /> the minimum rating. :deter shall be suitable for adaption of electric <br /> transmission unit for remote recording. <br /> Meter shall be Sparlinp -1cin-Line Type CF-115-1 or approved equal , <br /> and the product of a manufacturer who has at least five years <br /> experience in the manufacture of similar metering; equipment. <br /> F. STEL PIPS" for connection between the pump and pressure tank and <br /> for the tank discharge shall be schedule 40 block steel pipe <br /> conforming to A.S .T .,•.. A53. Fittings as specified shall be cast <br /> iron, 125 pound , flanged . Fittings shall conform to ASA B16.1 <br /> and AST_,! A126 Class B specifications . Piping and fittings shall <br /> be cleaned and prepared for finished painting. <br /> G. GATE VALVES shall be flanged 125 pound , non-risinc~ stem, open <br /> countor clockwise, and conform to Federal Specific tion 1,P,1-V-58a, <br /> Class 1 , Type 1. Gate valves shall have iron bodies with bronze <br /> screwed-in fittings . Valves shall be as manufactured by NIBCO- <br /> SCOTT or approved equal. <br /> (48) <br />