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DETECTI❑N TAPE PR❑VIDE TRENCH <br /> (SEE NOTE NO 6) SLOPE AS REQ'D <br /> PROVIDE TRENCH <br /> SLOPE AS REQ'D FINISHED GRADE <br /> (U <br /> Z <br /> 6' MAX LAYERS <br /> OR OTHER APPROVED <br /> MAINTAIN TRENCH METHOD TO ACHIEVE <br /> WIDTH 2'-0' ABOVE o 98% COMPACTI❑N <br /> TOP OF PIPE (SEE NOTE 4) <br /> CD <br /> M <br /> N CU <br /> MAXIMUM WATER - - + 6' MAX <br /> LEVEL ALLOWABLE NVERT LAYERS <br /> DURING CONSTRUCTION � z��` � AT 98% <br /> 3/4' DIA BEDDING ROCK <br /> OR PEA ROCK WHERE 12PIPE 12' UNDISTURBED <br /> C❑NDITI❑NS REQUIRE OD SOIL <br /> TRENCH WIDTH <br /> ,W, <br /> ELEVATION <br /> fiRI <br /> NOTES <br /> 1. WHERE S❑IL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PR❑VIDE APPROVED <br /> METHOD OF CONSTRUCTION. <br /> 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. <br /> 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. <br /> 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. <br /> 5. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. <br /> 6. 2' WIDE DETECTI❑N TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' <br /> BELOW SURFACE. TAPE TO BE MARKED-'CAUTION, WATER LINE BELOW', CAUTION+ FORCE <br /> MAIN BELOW-, OR 'CAUTION, REUSE WATER MAIN BELOW'. TRACE WIRE SHALL ALSO BE <br /> USED CONTINU❑SLY ON ALL PIPE. (SEE DETAIL M-13). <br /> 7. ALL REST❑RATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER <br /> JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATI❑NS OR THE <br /> OTHER JURISDICTIONAL AGENCY SPECIFICATI❑NS, WHICHEVER IS MORE STRINGENT. <br /> 8. ALL PIPE TO BE LOCATED 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FDOT INDEX 105. <br /> FIVER DRAWING <br /> ,,, INDIAN RIVER COUNTY Q �� TRENCH DETAIL NO. <br /> DEPARTMENT OF <br /> UTILITIES SERVICES (UNPAVED EASEMENTS) M - 1 <br /> LORD HAMM 2N4 <br /> t�3.�44D <br />