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ALL ITEMS OF WORK TO COMPLETE THE COMMON STRUCTURE VOLUME SHALL=Bt~vڈ{ںv/ZBtZvA BE FULLY DETAILED ON THE SHOP DRAWINGS AND SHALL BE CONSISTENTL:BtFvzڂv,ZBtZUv< WITH THE DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS.!s q Z>sZ qZsZpspڈtp ZsZpZtZp,)s;qJs`qFBup!-Ã=|-Z)sZ;q%)s;qJs`qZ)sZ;qZJsZVqZ=sZSqZ?sZ`qZ)sZ;q,sp>s qFBup!sjZ>sZ q%sp>s qZ>sZ qZsZpZ+sZpZ*sZpZ>sZ q!sOqtqS Z tZq sڇqtqZsZqFINISHEDsOqktڋqZsZ^qGRADEH!ھsڕpڃt qS Z tZp ھspڃt qZsZpEXISTINGsڕpktpZsZpGRADEI!qYorڕoZqZho INVERT EL.!g-ںg^ (Z ZjgښhgyںgZZ}gWALL 1+g-jgZZ-gSAMPLE CONTROL PLAN (SHEET 1)%i%oi%o Z%iZ%oZiZ%oڑrnYsn ZrZnZYsZn7!YyzxUںy 4ppZYyZy%Yyryڏ{ںyppZYyZyNOTE TO DESIGNER:DYy4yqy|yppZYyZFy 6YyxU>y(ppZYyZy4THIS SHEET IS NOT TO BE PLACED INTO THE CONTRACT SET6Yyڸxڿy(ppZYyZx4OF PLANS AS IS. 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LIVE LOADINGS9|t<u+Z|Zt9 LIVE LOAD SURCHARGE EQUAL TO 2'-0" OF EARTH PRESSURE.H+|ڒttZ|Zt 4. CONCRETE DESIGN STRESSES 7|Zt}ږt)Z|Zit5 (A) SPECIFIED DESIGN COMPRESSIVE STRENGTHS (f'c)U>|"t-^t0Z|Z1tC CLASS A CONCRETE (PARAPETS) ---------------------4,000 PSI =|sڼ&t/Z|ZsB CLASS B CONCRETE (FOOTINGS, LEVELING PADS) -----3,000 PSI=|ڲsLs/Z|ZsB CLASS P CONCRETE (PRECAST UNITS)----------------5,000 PSI,|zsjڶsZ|Zs (B) CLASS DESIGN STRENGTHSA>|Bs.~s0Z|ZQsC CLASS A CONCRETE (PARAPETS) ---------------------4,600 PSI =| sڼFs/Z|ZsB CLASS B CONCRETE (FOOTINGS, LEVELING PADS) -----3,700 PSI?|rls1Z|ZrE CLASS P CONCRETE (PRECAST UNITS)----------------5,500 PSI R<|ښrگr.Z|Zr? (C) ALLOWABLE STRENGTHS, EXTREME FIBER IN COMPRESSION (fc)P>|br$ڞr0Z|ZqrC CLASS A CONCRETE (PARAPETS) ---------------------1,600 PSI =|*rڲfr/Z|Z9rB CLASS B CONCRETE (FOOTINGS, LEVELING PADS) -----1,200 PSI?|qv.r1Z|ZrF CLASS P CONCRETE (PRECAST UNITS)----------------2,000 PSI (|ںqڂ~qZ|Zq 5. REINFORCEMENT STEEL2|ڂqWھq$Z|Zq+ ASTM A615 (GRADE 60) (Fs) = 24,000 PSI-"|Jq/}چqZ|ZYq 6. BORINGS |q|NqZ|Z!q 1|pڗq#Z|Zp) INDICATES LOCATION OF BORINGSS"|ڢpn}pZ|Zp LOG NO.+|jp ڦpZ|Zyp 7. PREAPPROVED ALTERNATES:N9|2pZnp+Z|ZAp: AT THIS LOCATION, ALTERNATE WALL TYPES ARE PERMITTED.7|o46p)Z|Z p5 LISTED BELOW ARE THE WALL TYPES THAT MAY BE USEDT.|oo Z|Zo# PREFABRICATED MODULAR WALLSS1|ڊo€o#Z|Zo* MECHANICALLY STABILIZED EARTH WALL,|RoکڎoZ|Zao ALTERNATE RETAINING WALL;|oڪVo-Z|Z)o= 8. WALLS SHALL BE DESIGNED USING THE FOLLOWING PARAMETERS :05|nZo'Z|Zn1 SLIDING FACTOR OF SAFETY .................1.5P4|ڪnڳn&Z|Zn0 OVERTURNING FACTOR OF SAFETY ............2.0(DŽWi#Wi ZDŽZWiZ#ZWi( ƄiƄWi ZƄZiZƄZWiQL ? ?5!iXiZZ+i BDC04MB-01'i#i ZZiZ#Zi%yfzgZyZgZzZgZzZfZyZfZyZgZ1BZk$EAk