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<br /> <br />'e <br />I <br />I <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br /> <br />/ , <br /> <br />/ <br /> <br />5.0 <br />TOP Of WAlL <br /> <br /> <br />o <br />I <br />'" <br /> <br />EL 901.00 <br />l Of FTG. <br /> <br />b <br />, I:: <br />.. " <br />. 5 <br />wo <br /> <br />!oj <br />iL <br />"-6'" <br /> <br />"-6" "-6" <br />6'-0. <br /> <br />4" CONe. .APRON <br />SEE DETAIL C <br /> <br />I <br />'~ I <br />'_' J <br />J <br />J <br />J <br />I <br />I <br />I <br /> <br />~ <br /> <br />FOUNDATION PLAN <br /> <br />o 2' 4' 8' <br />11I;I- . <br />SCALE: 1/4" _ "-0. <br /> <br />26'-10. DIAMETER <br /> <br />L._.. <br /> <br />13'-5" <br /> <br />13'-5" <br /> <br />VERIFY <br /> <br />10. DlA.. <br />CONe. PILES <br />T'lPICAL <br /> <br /> <br />12" ClEAR ROCK <br /> <br />'7012~ <br />T'lPICAL <br /> <br /> <br />GRANUlARFU <br /> <br />,'-s" <br /> <br />o ~EC~,ON .' <br />lJ""_ <br />SCALE: 1/4" .. "-0. <br /> <br />.' <br />, <br /> <br />." <br /> <br /> <br />:S" INSULATION <br /> <br />f;\ DETAIL <br />~o " 2' <br />IJ"'_ <br />SC\1...E: '/2" .. "-0'" <br /> <br />EL 906.00 <br />TOP OF WALl. <br /> <br />o <br />, <br />'" <br /> <br />EL 901.00 <br /> <br />o <br />I <br />.. <br /> <br />o <br />I <br />.. <br /> <br />EL 898.00 <br /> <br />...., <br /> <br />~ <br />.. <br /> <br />...... <br /> <br />. .:.;.~:~ :)": <br />-, . ~ '. .., <br /> <br />RIGID INSULATION <br /> <br />SUMP DETAIL <br />(0 (ALT, NO 2C) <br />o " 2' <br />IJ"" <br />SCAl.E: 1/2' .. "-0'" <br /> <br /> <br />F'OIJNr>ATlON NOTFS <br /> <br />1. ALL CONCRETE WORK SHAlL. BE PLACED WITHOUT CONSTRUCTION <br />EXCEPT WHERE SHOWN. <br />2. ALL CONCREJ'E SHAlL ATTAIN A MINIMUM COIo4PRESSIVE STRENGTH <br />Of 4,000 PSI AT 28 DA'YS. MAXIt.lUM AGGREGATE SIZE TO BE 3/4", <br />3. REINfORCING BARS SI-W..L CONFORM TO ASTM A615 DEFORMED <br />GRADE 60. WElDED WIRE FABRIC SI'W..l CONFORM TO ASTM A185. <br />4. THESE fOUNDATIONS ARE DESIGNED fOR BEARING ON A TOTAL OF <br />(36) 100 TON 9 5/8- cIA. PIPE PILES, CONCRETE AUID. PILE <br />TO BtAR ELEV, PER SOIL REPORT PAGE $. (NO UPUFT ON <br />PlLES)_ PILE INSTALlATION, LOAD lEST, ETC, IN ACCORDANCE W1TH <br />PROJECT SPECIFICATIONS AND GEOTECHNICAL. DESIGN MEMO. <br />5. CHAMFER ALL EXPOSED EDGES '-. <br />6. SECURE ANCHORS TO PREVENT t.lOVEIdENT WHILE POURING CONCRETE. <br />7_ SLOPE COHCRErE flOOR TOWARDS SUMP. <br />8. IF lHE CONCRETE fLOOR AllERNATE NO, 2C IS CHOSEN, PROVIDE <br />CONCRETE SLAB AND AGGREGATE BASE AS SHOWN ON SHEET 5101. <br /> <br />16"" t.lJ BASE BEND <br /> <br />RETAINER GlAND <br /> <br />16" DIP <br /> <br />.." CONe. APRON <br />SlOPE AWAY FROM <br />FDN WAlL AT 1/."/FT. <br /> <br />CQNC. lHRUST <br />BLOCK PER <br />DETAIL B/caOt <br /> <br />/ <br />/ <br />I <br />I <br /> <br />1 ~'3 <br />.. FOOT DEEP COMPACTED <br />AGGREGATE FILL EXTEND <br />2' BEYOND APRON <br /> <br />. ..: ,- , . '; '.. ~ <br />.....-..::... <br /> <br />.' <br />, <br /> <br />04' CONC. APRON DETAIL <br />o " 2' 4' <br />~- ' <br />SCALE: 1/2. .. " o. <br /> <br />EL 905.60 <br />6. CONC. Sln S <br /> <br />.... <br /> <br />12" AGGREGATE <br />2.- OIA. RCP <br /> <br /> <br />CONCRETE <br />PER MOO <br /> <br />.' <br />. <br /> <br />" " " ~ <br />~ Z U. s <br />. ~ ~ ~ ~ l <br />. <br />gZffi <br />.ow <br />~~~ <br />.~ffi ~ <br />~~~~ <br />1:51-1;11;1 <br />o~~~ <br />!ih;~z g <br />5;~E~ <br />~ffi8~ ~ <br />""i!:;!< <br />"'=>"'Ii>~ <br />~",g... <br />~~~F oS ~ <br />,'- <br />00. <br />t~<~ ~ <br />ffi"~ "" ~ <br />l,l~-", .;; ~ <br />mW~ <br />. ffi ~ ~ <br />:~~~ ~ <br /> ~ <br /> <br />~ <br />III ~ 1"l8.... ~- <br />0>....\0.... iii <br />IE ; Lri""i~ ~ <br />O .I: In~y) ~ <br />BlZ\OM <br />'5~~i;~~ <br />III ~:; \0 In :: <br />D. ~ ~ a;~ o.J <br />tA ~... ~ 1;i i <br />~ Ulf u.. 8 <br />g <br />~ <br />. <br /> <br />o clj ID P. <br />e .::(oloI 5 <br />1;; 1!i:'!!! ~ \ <br />Q.lQ.lQ.lg<@ <br />6:g"gll'lei <br />"''''<~ i ~ <br />~~~tl <br /> <br />U"l <br />w <br />0:: f- <br />W zO <br />:;: OZ <br />~~ ~~ <br />O z'" <br />0:: '" f- <br />(I) W eg <br />W~ dc::: <br />Z:;: 5::0 <br />~ Cl ffio <br />:i w s:~ <br />~ (f)vi' <br />-G:i -'-' <br />W -' i"'~ <br />...J U"lw <br />...JW ~o <br />5z w" <br />o lLZ <br />~ -' I Q <br />l.&J....J t; <br />!z ~ :~ <br />Wo iD~ <br />() g lL <br />c5 <br />o <br />ll) <br /> <br />616031305102 <br />,~- <br /> <br />5102 <br />