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MEA! <br />SEWI <br />FROh <br />TOP OF INLET <br />SECTION A -A <br />BRICK <br />rc <br />TOP OF INLET <br />_ _25u <br />SQUARE <br />e <br />SHORT RADIUS <br />OR CUT ELBOW ° <br />FITTING <br />e <br />CONCRETE <br />MEASURE STORM BASE <br />SEWER CONNECTION ; 1D <br />.FROM THIS LINE e <br />TYPE 2 <br />GENERAL NOTES <br />DETAILS RELATIVE TO THESE ITEMS SHALL CONFORM TO THE PERTINENT REQUIRE- <br />MENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. <br />VARIATIONS IN DIMENSIONS AND DESIGN WILL BE PERMISSABLE PROVIDING EQUIV- <br />ALENT CAPACITY AND STRENGTH ARE ATTAINED. <br />ARRANGEMENT, SIZE AND NUMBER OF INLET AND DISCHARGE PIPES SHALL CON- <br />FORM TO THE NEEDS OF THE PERTINENT LOCATION. <br />INLETS ARE CALLED FOR ON THE PLANS AS 'INLETS I -N", 'INLETS 2-R; ETC., THE <br />NUMERAL DESIGNATES THE MASONRY PORTION OF THE STRUCTURE AND THE LETTER <br />DESIGNATES THE COVER TO BE USED THEREON. <br />WHEN CONCRETE IS USED IN THE CONSTRUCTION OF TYPE I INLET, THE TOP OF THE <br />MASONRY SHALL BE L£FT,SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER <br />TO GRADE BY THE USE OF MORTAR—AND BRICK. <br />