Laserfiche WebLink
<br />EL 906.00 <br /> <br />EL 901.00 <br /> <br />7'-0- <br /> <br /> <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />I <br />I <br />I <br />I <br />I <br />J <br />J <br />I <br />I <br />I <br />I <br />----'- f: <br />I <br />I <br />I <br />I <br />I <br />I <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />, <br />, <br />;<" <br />, <br />, <br />, <br />".................. <br /> <br />\ <br />\ <br />\ <br />\)(10- CONC. <br />\ PIlES. 1YP. <br />, \ <br />, \ <br />\ <br />\ <br />I <br />I <br />I <br />I <br />"---- <br />I <br />I <br />I <br />I <br />I <br />I <br />J <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />/ <br />I <br />/ <br />/ <br /> <br />r' <br /> <br />/ <br />/ <br />/ <br />/ <br />/ <br />----/ <br />-- <br /> <br />------ <br /> <br />u <br /> <br />----r-- <br /> <br />--- <br /> <br />~ <br /> <br />FOUNDATION PlAN <br /> <br />o 2' 4' S' <br />~- . <br />SCALE: 1/4" - "-0. <br /> <br />32'-0" DIAMETER <br /> <br />'6'-0. <br /> <br />15'-0. <br /> <br /> <br />6- CONC. SLAB WI <br />'4 0 18. E.w. SAWCUT <br />2" DEEP JOINTS AT C L <br />WITHIN 24 HOURS OF <br />PLACEMENT. (ALT. NO. lC) <br /> <br /> <br /> <br />.00 <br />101' 0 ^'-' <br /> <br />.... ':, <br /> <br />o <br />I <br />"' <br /> <br />~.~ =:.. <br /> <br />10. DIA. GRANULAR FILL <br />CONC. PILES <br />TYPICAL <br /> <br />EL 898.00 <br />It. 16 D.I.P. <br /> <br />EL 90'.00 <br />OF fTG. <br /> <br />'j' It <br />... 0 <br />. 5 <br />~u <br />~ <br />j[ <br />"-6- <br /> <br />,.:....6.. <br /> <br />RIGID INSULATION <br /> <br />1'-6- "-6- <br />6'-0. <br /> <br />CD ~EC~ON .. ,. <br />QF"- . <br />SC\L.E; 1/4- - 1'-0- <br /> <br /> <br />FOUNDATION NOTES <br /> <br />1, AlL CONCRETE WORK SHALL BE PLACED WI1HOUT CONSlRUcnON <br />EXCEPT WHERE SHOWN. <br />2, All. CONCRETE SHAlL ATTAIN A MINIMUM COMPRESSIVE STRENCTH <br />OF 4.000 PSI AT 28 DAYS. MAXIMUM AGGREGATE SIZE TO BE 3/4., <br />3. REINFORCING BARS SHALL CONFORM TO ASTM A615 OEFORMED <br />GRADE 60. WElDED WIRE fABRIC SHALL CONFORM TO ASTM A1B5, <br />4, THESE FOUNDATIONS ARE DESIGNED FOR BEARING ON A TOTAL OF <br />(36) 100 TON 9 5/8" DIA. PIPE PILES. CONCRETE FILLED. PILE <br />TO BEAR ELEV. PER SOIL REPORT PAGE S. (NO UPUFT ON <br />PILES). PILE INSTAllATION. lOAD TEST. ETC, IN ACCORDANCE WITH <br />PROJECT SPECIFICATIONS AND GEOTECHNiCAl DESIGN MEUO. <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 />8, IF THE CONCRETE FlOOR ALTERNATE NO, lC IS NOT CHOSEN. PROVIDE <br />12- CLEAR ROCK BASE AS SHOWN ON SHEET 5102. <br /> <br /> <br />'6-_ MJ BASE BEND <br /> <br />4'-0- <br /> <br />RETAINER GLAND <br /> <br />15" DIP <br /> <br />\., <br /> <br />8. CONC. APRON <br />SLOPE AWAY FROM <br />FDN WALl. AT 1/4-/FT. <br /> <br />/ <br /> <br />o <br />-' <br /> <br />! 4-'5 <br />.. FOOT DEEP COMPACTED <br />AGGREGATE FlU. EXTEND <br />2' BEYOND APRON <br /> <br />2'-0- <br /> <br />f';\ DETAIL <br />~o l' 2' 4' <br />IJ"'_ <br />~ '/2- - ,'-0. <br /> <br />8" CONC. APRON DETAIL <br />o (ALT. NO. 16) <br />\Jo ,. 2' .... <br />1aJ"'_ ' <br />SCALE: 1/2" - l' 0" <br /> <br />/ <br />r <br />I <br />I <br /> <br /> <br />o <br />I <br />... <br /> <br />4'-0- <br /> <br />2'-0. <br /> <br />...- CONC. APRON 1/2- <br />SlOPE AW14.Y FROM <br />FDN WALl. AT 1/4./FT. <br /> <br />.. ..:.....: <br /> <br />o <br />I <br />... <br /> <br /> <br />f ~'3 <br />... FOOT DEEP COMPACTED <br />AGGREGATE FlU. EXTEND <br />2' BEYOND APRON <br /> <br />'5 THREADED DOWEL <br />COUPLERS AT 12" O.C. <br /> <br />04" CONC. APRON DETAIL <br /> <br />o l' 2' 4' <br />. IJ"'_ I' <br />SC\L.E: 1/2- _ 1'-0" <br /> <br />SUMP DETAIL <br />o (ALT. NO. 1C) <br />o l' 2' <br />~- <br />SCALE: 1/2" - 1'-o~ <br /> <br /> <br />,;-.': .":..> <br /> <br />.' '. <br /> <br />. <:~ .' <br /> <br />.. : ~ ;.". ~.. ' <br /> <br />.. <br />, <br /> <br />TROWEL TOP OF <br />FDN WALl. AT <br />DOOR LOCATION <br />EL 905.00 <br />AT SECTlONAL DOOR <br />6. CONe. SLAB <br />W/ '4 0 18- <br />(ALT. NO. 1C) <br /> <br />15 THREADED DOWEL <br />COUPLERS AT , 2" O.C. <br /> <br />1/2" EXP. UATERlAL. <br />CAULK TOP OF JOINT <br />EL 905.60 <br />6- CONC. SlAB IS <br /> <br />12- AGGREGAlE <br /> <br />24" 0lA.. RCP <br />CONCRETE <br />PER MDH <br /> <br />~ ~ ~ ~ <br /> <br />~ I <br />n <br /> <br />~ <br /> <br />u <br />. <br />o <br />~~~ <br />"'~~ <br />~~i5 <br />~~~i!! <br />~""og <br />si~~ <br />" ~. <br />"'.!ilL... <br />~.ffiSO <br />lLO"'!i <br />!!!~~ti [!; <br />j:"'::J~ ~ <br />~~~ -; <br />~:lig~4. <br />~1;;<!Il~ <br />IiiOB" <br />u~_... w <br />~W~ <br />r~!i~ ii: <br />_~,<:> lL <br /> <br />n <br /> <br />o <br />" <br /> <br />~ <br />u <br />o <br /> <br />~ <br /> <br />,; <br /> <br />fi~ <br />~ . <br />. . <br /> <br />~ <br />~ <br />~ 0 ~ <br />""'",o~ i <br />u >-....\0.... <br />IE ~u::y~ <br />o~~~~= <br />'5~::i:~~!~ <br />ra ~:; ID 1II ~ <br />D. 3:: iD~ !i <br />...; 11) . C x III <br />(I) ~ li)~~ i <br />N ~ g <br />!!i <br />" <br />. <br /> <br />o oll ill ~ <br />~ ~.w.2! f <br />... ~~!!! ~ II <br />IDQ)Q)go(g <br />a tq-g ~ <0 I <br />moc<c<e r ~ <br />~=~l! <br /> <br />'" <br />D::: ~ <br />W 0 <br />:;: ZZ <br /><OO..J <br />I-'I-~~ <br />00:: ~~ <br />Wen ~ 5g <br /><{ ,,-'" <br />z:;: ztii <br />~o ~C1 <br />~w ....JZ <br />01IIIIIIII: I- 0 <C <br /><( Uv)' <br />.(;j O=' <br />W -' ~~ <br />:::J w 30 <br />5z"- <br />0::9,g <br />LaJ...J<(i <br />I- <{ 0'" <br />Z"iD'" <br />wo Z <br />U 0 :5 <br />q 0. <br />o <br />o <br />Lll <br /> <br />61603130SIOl <br />SIlED"NllloIIIEII <br /> <br />5101 <br />