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r00TINC-75 SHALL DE C.ONST{ZUCTED OP CAST IN PLACE CONCRETE, 9000
P.S.I. (ACQUIRED STRENGTH AT 245 DAYS) MIX WITH ALL REINFORCING
STEEL AS NOTED ON PLANS.
CONCRETE REINFORCING 15I-1Aj,1_ DE A5 NOTED ON PLANS AND SHALL_ MST
ASTM A615, GRADE 60 NEW 15 t F T STOCK ALL ST :rl SHALL M SS'F1.URELY
WIR I1" IN PL ACC AND SUPPORTED A MINIMIL" OP 2" APOV!? ANY SUDGRADE
SOILS.
INTERIOR PL.00R SLADS SHALL DE POLI;MV WITH MNIMLJM 1000 P.S.I.
(AGQUIR�D STRENTH AT 28 DAYS) IN 51� THIGKt -CSS AS NOTED ON
PLANS. ALL SLIPC- AZADES SHALL CAE OP GLFJW 6RANLLAR TYP!'_ MATERIAL
R 2LL AND COMPAGTP.D TO A MINIMLJM 1470.%. STANDARD PROCTOR MPM7INE7
ASTM D6913 PRIOR TO ANY PLA tNVNT OP STEEL OR CONCRETE ALL SLAPS
SHALL DE LEVEL OR 5LOPL"D AS N0r?!P ON FLANS AND M/r-G A IlOWANCE FOR
FINISH rl-OOR MATERIAL AS �QU R�ZP. ALL WEL MP WIRE SLAP
REINPORGPJvIENr SHALL DE L�'PED A MINIMUM OF 6" AT S AMS AND HEL AT
A UNIFORM DISTANCE OF 2" AtjOVF- SOILS.
EXTERIOR WALKS, SLAPS AND CURDS SHALL_ DE POLREP WITH A MINIMLU OP
4000 P.S.I. ACQUIRED STRENGTH AT 2b DAYS) LIMESTONE MIX WITH 5%--
7% AIR INME'_NT IN AS NO e1" ON PLANS.
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1 1/2" O.D. PIPL'
HANDRAIL (PAINTED)
�N CONCRETE STEPS
NOTE:
CONTRACTOR SHALL_ i5E RESPOND' IpLE POR
VERIrYING ALL 5LJP5URPACe C0NDIrl6tsl
AND REPORTING ANY VARIArI6N6 TO A 4CHITECT
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DATE 12.
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