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: .~LL NEW PAVEMf.NT ON MORGANS CREEK COURT I"' lJ ~ @
1 SHALL BE 1.5" liMA #11 SURF ACE, ON 2" HMA " 55
#8 BINDER, ON 3" HMA #5D BASE. ON 7" No 53
I CRUSHED SlONE. PAVING MUST BE COMPLETED ( lJ
: WITHIN ONE PAVING S~ASON. ~
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I ALL NEW PAVEMENT FOR 10' ASPHAU PATH
I SHAll, BE 15" HMA #11 SURFACE, ON 2" HMA
I #8 BINDER. ON ,," No 55 CRUSHED SfONE
1 PAVING MUST BE COMPI.ETED WITHIN ONE PAVING
.1 SEASON
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CARMEL ~NGINEERING NOTES:
1. For installation of storm mains, water mains, sanitary mains, water service laterals,
sanitary service laterals under city streets, regardless of the jurisdiction of the utility,
the minimum cover from the top of the installed pavement to the top of the installed
pipe shall be the pavement section thickness (all bituminous and aggregate material
above the subgrade) plus 1'-0". If the standard practice of the utility that has
jurisdiction over the installation has a more stringent cover requirement, the more
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