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1. GENERAL - ALL WORK PERFORMED UNDER THIS HEADING SHALL BI. GOVERNED BY THE
GENERAL NO E , THESE SPECIFICATIONS AND THE GENERAL AND DETAIL DRAWINGS.
2. RUNOFF DETENTION - STORM RUNOFF DETENTION SHALL NOT BE PROVIDED.
3. PIPE - ALL 12" DIAMETER PIPE SHALL BE PER SECTION 60-3.0I APWA; CONCRETE PIPE
PER 60-3.01A, B, CORRUGATED STEEL PIPE PER 60-3.01H TREATMENT 1, OR CORRUGATED
ALUMINUM PIPE PER SEC. 60-3.011._ PIPE: TO NAVE W�MFMCIl4T JOInT5.
4. BEDDING - ALL PIPE SHALL BE PLACED ON CLASS C BEDDING AS SHOWN ON STANDARD
PLAN NO. 62 FOR RIGID PIPE AND TYPE 'IF" BEDDING FOR FLEXIBLE PIPE AS DETAILED IN
SECTION 61-5 OF THE STANDARD SPECIFICATIONS. REFER TO SECTION 61-2.02 AND 2.03
FOR BEDDING MATERIAL.
5. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM THE TRENCH IS UNSUITABLE
FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL AS PER SECTION 61-2.04 AND 61-6 OF
THE STANDARD SPECIFICATIONS.
6. COMPACTION - ALL TRENCH BACKFILL, STRUCTURAL FILL, AND EARTHWORK IN
GENERAL SHALL BE COMPACTED TO °1O% OF MAXIMUM DENSITY IN ACCORDANCE WITH
ASTM D-1557, EXCEPT IN PAVED AREAS WHERE BACKFILL SHALL BE COMPI%CTED TO 95%
OF MAXIMUM DENSITY UP TO 1 FOOT BELOW SUBGRADE. THE 1 FOOT BELOW SUBGRADE
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�_ �— I c(� �. GENERAL NOTES
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