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<br />906.00 <br />TO 0 <br /> <br />EL 901.00 <br /> <br />i-o- <br /> <br /> <br />8" CONe. APRON <br />SEE DETAIL C <br />(AlT. NO. 3B) <br /> <br />FOUNDATION NOTFS <br /> <br />1. ALl. CONCRETE WORK SHAU. BE PLACED WI1HOUT CONSTRUCTION <br />EXCEPT WHERE SHOWN. <br />2. ALl. CONCRETE SI-W.l. ATTAIN A MINIMUM COMPRESSIVE STRENGTH <br />OF ....000 PSI AT 28 MYS. MAXIMUM AGGREGATE SIZE TO BE 3/4". <br />3. REINFORCING BARS SHAI..L. CONFORM TO ASTM A515 DEFORMED <br />GRADE 60. WElDED WIRE FABRIC SHAU. CONfORM TO ASTM At85. <br />4. THESE FOUNDATIONS ARE DESIGNED fOR BEARING ON A TOTAl OF <br />(36) 100 TON 9 5/S- DIA. PIPE PIlES, CONCRETE F1u.ED. PilE <br />TO BfAR E1..EV. PER SOIL REPORT PAGE t. (NO UPUFT ON <br />PIlES). PILE INSTAllATION. lOAD TEST, ETC. IN ACCORDANCE WrTH <br />PROJECT SPECIFlCATIONS AND GEOTECHNICAL DESIGN MEMO. <br />5. CHAMFER ALl.. EXPOSED EDGES 1-. <br />6. SECURE ANCHORS TO PREVENT MOVEMENT WHILE POURING CONCRETE. <br />7. SLOPE CONCRETE FLOOR TOWARDS SUMP. <br />S. IF lHE CONCRETE FLOOR AlTERNATE NO. 3C IS NOT SHOWN CHOSEN. <br />PROVIDE 12- CLEAR ROCK BASE />S SHOWN ON SHEET 5102. <br /> <br />/ <br />/ <br />/ <br />/ <br />I <br />I <br />I <br />I '~ <br />I \.. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-.l- <br />I <br />I <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ / <br />X, <br />, <br />, <br />, <br />, I <br />""--_ U t \_' _----11 <br />-- -- <br />--- --- <br /> <br />8' <br /> <br />2- CL.R. <br /> <br />FOUNDATION PLAN <br /> <br /> <br />16-. W BASE BEND <br /> <br />4'-0" <br /> <br />RETAINER eLAND <br /> <br />16" DIP <br /> <br />" <br /> <br />S- CONC. APRON <br />SLOPE AWAY FROM <br />FDH WAlL AT 1/4"/FT. <br /> <br />/ <br /> <br />o <br />-' <br /> <br />! 4-15 <br />4 FOOT DEEP COMPACTED <br />AGGREGATE FlLL EXTEND <br />2' BEYOND APRON <br /> <br />~ <br /> <br />o 2' 4' 8' <br />v_ . <br />SCALE:: 1/4" .. 1'-0" <br /> <br />f;\DETAlL <br />~O 1'2' <br />~- <br />SCALE: t/2- _ 1'-0" <br /> <br />4' <br />. <br /> <br />8" CONC. APRON DETAIL <br />o (ALT. NO. 38) <br />\:::J 0 ,. 2' 4' <br />Iar_ <br />SCALE: 1/2" - 1'-0- <br /> <br />30'-0- DIAMETER <br /> <br />15'-0" <br /> <br />15'-0. <br /> <br />6- CONe. SLAB W/ <br />14 0 18" E.W. SAWCUT <br />2" DEEP JOINTS AT e. <br />wrTHlN 24 HOURS OF <br />PLACEMENT <br /> <br />\lERlfY <br />FlANGED <br />lRANSmON <br />EXP. Jr. <br />MATERIAL <br />lYPleAL <br /> <br />4'-0" <br /> <br /> <br /> <br />~ FOUN~TlON <br /> <br /> <br />06.00 <br />TOP WALl. <br /> <br />4" CONe. APRON 1/2'" <br />SLOPE AWAY fROLt <br />FDN WALL AT 1/4-/FT. <br /> <br />.<I<;~' ;:>.' :r <br /> <br />o <br />I <br />"' <br /> <br />y <br />"' <br /> <br />/ <br />I <br />I <br />I <br /> <br />EL 901.00 <br />~ TOP OF FTG. <br />... <br /> <br />12- ClASS 5 <br />AGGREGATE SASE <br /> <br />o <br />I <br />... <br /> <br />" <br /> <br />l ~T GE'~ :"P=<O <br />AGGREGATE FILL EXTEND <br />2' BEYOND APRON <br /> <br />#5 THREADED DOWEL <br />COUPlERS AT 12" O.C. <br /> <br />EL 898.00 <br />{16 J.. <br /> <br />~ ~ <br />... 0 <br />, 5 <br />ou <br />~ <br />~ <br />1'-6" <br /> <br />o <br />I <br />... <br /> <br />10" 0lA. <br />CONC. PILES <br />TYPICAL <br /> <br />1'-5" <br /> <br />RIGID INSULATION <br /> <br />1'-6- <br /> <br />2'-0" <br /> <br />TROWEL TOP OF <br />FDN WALl.. AT <br />DOOR LOCATION <br />EL 906.00 <br />AT SECTIONAL. DOOR <br />6" CONC. SLAB <br />wi 14 0 ,,,- <br />(ALT. NO. X) <br /> <br /> <br />#5 1HREADEO DOWEl <br />COUPlERS AT 12" a.c. <br /> <br /> <br /> <br />EL 905.60 <br />6" CONe. SLAB 51 <br /> <br />"". .: ~ ~ <br />, ' <br />'.. ...... <br />.,':;~~' ::;:.:.~ <br />. : ~ ~...;.: .. <br /> <br />24- DIA. RCP <br />CONCRETE <br />PER MDH <br /> <br />04' CONC. APRON DETAIL <br />o l' 2' 4' <br />~- . <br />SC\I...E: 1/2- ,. 1'-0" <br /> <br />SUMP DETAIL <br />o (ALT, NO. 3C) <br />~o l' r ~ <br />. 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