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I 7'-7" 6'-0" I 10'-6" f EQ.T .., ' 5'-01, " ,w GENERAL NOTES FIELD VERIFY EXISTING CONDITIONS, PRIOR TO WORK. STAIR DESIGN BASED ON GRADES SHOWN ON CIVIL DRAWINJGS, ,, I ;- ®'- "--- <I " "I' CONTRACTOR VERIFY THE EXACT ELEVATION DIFFE ENCE PRIOR TO CONSTRUCTION OF STAIR AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN FINISH ELEVATIONS. 0 0 W#MW,XW/,W/,'///,W //,m ! CONTRACTOR ENSURE THAT NO WATER SITS ON THE SURFACE <1 4 <I " " 4 'f ' ., <1 ' " <I 4 " '\ THE STAIR OR !LANDINGS AT THE TOP OR BOTTOM, ENSUIRE PROPER DRAINAGE AWAY FROM STAIR. in , <1 4 <I . " <..' cl 0-\ "" " \ r !i'#/09; ////, \ 4< 1 ) 0 < " / f------G PL AN NORTH - -, · .- 1 OKEYED _ 1. EXISTING CURB AND PAVEMENT TO REMAIN. NEW CONCRETE WALKWAY, ENSURE PROPER DRAINAGE. RETAINING WALL, !REFERENCE DRAWINGS FOR FINISH GRADES. 1 1/2" DIA. STEEL PIPE HAND RAIL, ALL WELDS GROUND SMOOTH AND ENTIRE RAIL TO BE PAINTED. 1/2" EXPANSION MATERIAL 0 co wI 0 #4 REBAR, FULL IDTH OF STAIR. 6x6 WELDED WIRE MESH. NEW CONCRETE STAIR. 0::: w _J _J => u <( co u.i s f-- w (.9 z z <( 0:: - z aw.. f-- ff---- <( .w....J =co> I- LL C"'> f-- O z r 0::: I<( a:: =,.._Cw_f) _, a:: C""l a• ,w.._ 0
IFB-17-18-006-Retaining-Wall-Rebid-Packet.docx