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<br />TABLE OF CONTENTS (continued) <br /> <br />Pa~ <br /> <br />SECTION 10.00 STORH( SAKITARY SEWER PIPE AND CULVERTS <br />10.01 GENERAL 10.1 <br />10.02 PRECAST CONCRETE PIPE 10.1 <br /> 10.02.1 GENERAL . 10 .1 <br /> 10.02.2 ALLOWABLE ASTM SPECIFICATIONS 10.1 <br /> 10.02.3 DIAHETER OF PIPE . 10.1 <br /> 10.02.4 WALL THICKNESS AND CLASS OF PIPE 10.1 <br /> 10.02.5 FITTINGS AND S~ECIALS 10.1 <br /> 10.02.6 LIFTING HOLES 10.1 <br /> 10.02,7 CEHENT 10.2 <br /> 10.02.8 ACCEPTANCE 10.2 <br /> 10.02.9 l1ARKING . 10.2 <br /> 10.02.10 JOINTS 10.2 <br /> 10.02,11 SHOP DRAWINGS 10.3 <br /> <br />SECTION 11.00 PORTLAND CE~lliNT CONCRETE STREET <br /> <br />11.01 MINIMUM THICKNESS . . . 11. 1 <br />11. 02 WORKING STRESS . . . 11.1 <br />11.03 11ATERIALS FOR PORTLAND CEI1ENT CONCRETE STREETS 11. 1 <br /> 11.03,1 CEMENT 11. 1 <br /> 11.03.2 AGGREGATE . 11. 1 <br /> 11.03,3 ADMIXTURES 11.1 <br /> 11.03.4 l1ATERIALS USED FOR CURING CONCRETE 11.1 <br /> 11.03.5 JOINT FILLING COHPOUND 11.1 <br /> 11.03.6 PROPORTIONING . . 11. 1 <br /> 11.03.7 STRENGTH REQUIRED 11.2 <br />11. 04 APPLICABLE STANDARDS 11.2 <br />11. 05 EXCAVATION AND REMOVAL 11.2 <br /> 11.05.1 SCOPE . 11. 2 <br /> 11.05.2 CLEARING AND GRUBBING 11.2 <br /> 11.05.3 REMOVAL AND DISPOSAL OF ~ATERIALS 11. 2 <br /> 11.05,4 EXCAVATION 11.2 <br />11. 06 STRUCTURE BACKFILL l1ATERIAL 11. 2 <br />11. 07 GRADING AND SUBGRADE PREPARATION 11. 3 <br /> <br />iv <br />