HomeMy WebLinkAbout0451.95.2GONGF,'ETF-
POOiING5 SHALL CE CONSTRUCTED Or CAST IN PLACE_ CONCTE, 3000
P.S.I. (AC tRUIP&P STRENGTH AT Zt� DAYS) MIX WITH ALL RV- INP°ORGIN&
STEEL AS NOTED ON PLANS.
C,ONGRETE REINFORCING SHALL_ m AS NOTEP ON PLANS AND SHALL KIC=T
ASTM A,615, C7RADe 60 NEW FILLET STOCK ALL STEEL SHALL DE 6COLF&LY
WIRED IN PLACE AND SUPPORTED A MINIMUM OF V A150VE ANY
SOILS.
INTERIOR PL -00R SLAQe SMALL M POURED WITH MINIMLIM 3500 P.S.I.
(ACQUIRED STRIENTH AT 25 DAYS) IN SLAP THICKNESS AS NOTP-P ON
PLANS. ALL_ DES SHALL PE Or` GLEAN GRANULAR TYPE MATERIAL
ROLLED AND COMPACTED TO A MINIMUM I00% STANDARD PROCTOR MEETING
ASTM D*95 PRIOR TO ANY Or STi ==1- OR C IslCoR TE. ALL SLAP`'
SHALL PE LEVEL OR SLOPED AS NOTED ON PL ANA' ANP MAKE ALLOWANCE POR
FINISH rtOOR MATERIAL A5 EQUIREP. ALL WELPEP WIRE SLAP
REINr -0P,C M NT SHALL PE LAPFD A MINIMU-A OP b" AT SEAMS AND MEL AT
A UNIFORM DISTANCE OF V APOVL SOILS.
EXTERIOR WALKS, SLAP' AND CURP5 SMALL PE POLED WITH A MINIMUM Or`
4000 P.S.I. ACQUIRED STIRENGTti AT 215 DAYS) LIMESTONE MIX WITH 59h
7% AIR INMCM IN THICKNESS AS NOTED ON PLAN'".
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