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12' DECEL. LANE - 24' - -0"
1. Pit F LR TO SITE DWG, PREPARED BY DOIJGI-AS E. MiLLFIR, P.E. F UR ❑ `LRAL".
2. PISTAI_L AND TEST ALL TANKS, EQUIPMENT, PIPING, AND AFCESSC'RIt:S
1JJ ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS,
3, T BLS T TANKS AT 5 PSI PRESSURE PRIOR TO SET I INr, IN 1111I_E ACID
14_10111 AFTER ALL PIPING IS COMPLETE,
4. CUMPACI SUBGRADE UNDER CONCRETE SLABS TO MINIMUM 11F 95 PL -RCENT
hF SFANDARD PROCTOR DENSITY.
5. CL_114'RFFE SHALL HAVE MI11IMUM ❑F 4,000 PSI COMPRESSIVE STREIJGFH
Al 28 DAYS A11D SHALL BE AIR ENTRAINED TO 6 PERCFNF AIR CONTFNI,
6, CCJtICRETE SHALL BE REINFORCED BY ONE ❑F THE F ❑(...LOWING MEANS,
�. WITH SOITHETIC FIBERS ENGIHEERED EXCLIJSf, /EL.Y FOR COt1CRETE USE AML
MIXED WITH THE CONCRETE IN STRICT ACCORDANCE WITH ME MANUFACTURER'S
RECOMMEfJDATIONS AS TO TYPE, AMOUtJT, AND MIXING PROCEDURES.
B. WITH WELDED WIRE FABRIC (ASTM A185) USING 6v6- -10x10 FCR 6" SLABS
AND 6x6- -8x8 F7R 8" SLABS.
7: ALL El EC1 RICAI_ MATERIALS, EQUIPMENT, DEVICES, AND Tl IF IP IIIS i ALl_ATION
SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE tIATIOHAL-
F!.F CTRICAL CODE, LATEST EDITION,
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8. WORK SHALL COMPLY WITH ALL APPLICABLE REQUIPEIIE[IFS OF THE
tJA FTYF PRE`,'EPJTI ❑N `C❑T?E, t_ATEC T EDITIUtI,
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