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THIRD OPERATION: Over the t-No layers of G�'IASCO STANDARD F^nI.T thus <br />lai , mop down approxiraately 30 pounds of ASPHALT per square. into <br />which. tivhile hot. apply one layer of GFl^1ASC0 STAtdDARD FII,T. lapping <br />each sheet 2", so the laps tivill fall midway betvreen the laps l�low. <br />FOURTH OPERAiIO2d: Over the three layers of GES�AS CO STtLTDARD � � <br />FT"d,TS thus lai , mop dotim approximately 30 pounds of ASFHALT per square. <br />finishing the memb-rane in a UPIIFOF2}g AND 4?ORHI�'VLIICF: tGf+:�NER. <br />APPROXI.'SATE QTJ A_NTIiIES OF i.+fAiERIAi FOR <br />100 SQUARi; FE:FT OF SURFACE. <br />1 I,ayer.....GE NASCO COPICRETE PRIh4Efi ..................10 lbs. <br />4 I,ayers....GENASCO 'AA TERPROOFING ASPHALT............120 lbs. <br />3 Layers....GEDIASCO STANDARD FEL,T ............:........ 45 lbs. <br />56.-YC ARE OF 1dFhffiRANE WATERPROOFING: <br />Af�er 1�embrane Waterproofing is in place. especial care must be <br />at all times taken to avo3d any injury to it. 2,Iaterial will not be <br />allo�ved to be piled on it, or hauling across to Ue done on it, and lvhere- <br />ever i.t is nedeysary for men to work on it. planks shall be laid on it <br />first. Any injury to it will'.have to be repaired. <br />56a.-.PAYF.iE�'P FOR i�:i�I'YANE 47ATErPR00FING: <br />The unit price Sid per square yard for P,iembrane Lining complete <br />in place. shall tie full compensation for furnishing all materials. and <br />all labor incidental to placing and nrotecting the n�iembrane Water- <br />praofing Lining. <br />5'J.--TOP COURSE CONCRETE SLALS: <br />(a) Over Floor Of Reservoir: <br />After i;4embrane Waterproofin� is in place. a top course of concrete <br />slabs shall be laid over the floor �f the Reservoir in the same manner <br />as specified for the bottom course o�' slabs. It shall be four (4) <br />3nches thick, of Class B" Concrete. <br />Forms shall be dressed s�x by six_ (14, x 6) incly lumber. <br />(b) On The Slopes Of Rese=y�ir: <br />On the slopes i� Uhall. be a t1�ro course conerete, the base course <br />three and one-half (3r) inches i:i thickness bein� of Class "B" Conerete. <br />the top cour:,e one-half (�) inch in thiclmess bein� of 1: 2 mortar. <br />1- The base course shall be tamped and struck off �vith suitable steel <br />�hod template. �teel not less than 1/f�" thick, sati&factory to 7Jater <br />Su erintendent. so that it's sizrface :;hall be para12e1 to and one-half <br />(�� inc2y belorn the finished surface of the completed slab. <br />26, <br />.� <br />