HomeMy WebLinkAbout07080001 Drainage Design Report Grading Plan C300 Rcv. 8/3/2007 DOCS_
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ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
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THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
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2.)
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STORM STRUCTURE NUMBER
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THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
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EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
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SANITARY STRUCTURE NUMBER
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THE EX{)4WglNQ CONTRACTOR OR LANDSCAPING CONTRACTOR
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SHALL INSTALL THE FINISH GRADE AT 1/2' BELOW PAVEMENTS WHEN
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ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
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DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPL|ERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK |8 COMPLETED.
8.)
T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
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