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NOJE5e <br />1. ALL FOOTINGS TO BE Gr THK. UNLESS NOTED OTHERWISE. <br />2. BOTTOM OF FOOTINGS TO BE l'-6r MIN. BELOW FINISHED GRADE. <br />3. PROVIDE 3" CLR. FOR ALL FOOTING REINFORCEMENT. <br />FTG. <br />THIK. <br />S.O.G. <br />4) 3) <br />10 PROVIDE CORNER BARS--\ <br />I TO MATCH HORZ. REINF, <br />ZN � I TYP. ALL CORNERS <br />—i L —J L <br />Ztl <br />SLAB JT., <br />TYP. <br />A SIM. <br />Er T K SLAB <br />ON GRADE *we <br />TYP. SLAB REINF. <br />Al <br />EDGE OF <br />EXIST. FTG. <br />Inc <br />FOUNDATION PLAN <br />SCALE: lle 1'-Cr A <br />B <br />200-cr <br />FELT JT. WHERE SLAB <br />MEETS EXIST. BLDG. <br />EL. 115.00- <br />10L TYP SO.G. REINF. <br />CURB BEYOND (2)-#4 <br />COMPACTED FILL <br />COMPACTED FILL 5 VERT. 0 -0" O.C.. <br /># <br />#3 0 1 '-4� ALT. HOOK <br />Aw #5 HORIZ.o (4) TYP. <br />2o.V COMPACTED FILL <br />�-COMPACrUD FILL er <br />#5 HORIZ. TYP. NOTE <br />FOR INFO. NOT SHOWN, FINISH #5 HORIZ., (4) TYP. <br />P -"%� GRADE <br />SEE KA <br />< lop <br />c%j EXIST. FOUNDATiON <br />(5)-#4 <br />E <br />CL <br />co <br />#5 0 19-4!t <br />SECTION <br />ch <br />14% /C rD *N SECTION I'E""\ SECTION <br />00 <br />N SCALE: 31,C = 1'-Cr SCALE: 31,C l'-(r SCALE: 3le l'-(r <br />no <br />A <br />2 <br />#4 0 2 -00 O.C. <br />CMU WALL-,,,-,,,, N <br />N P. S.O.G. REINF. <br />EL. 115.00 <br />COMPACTED FILL <br />DOWEL SIZE & SPACING <br />TO MATCH VERT. WALL REINF., <br />ALT. HOOK <br />FINISH GRADE A <br />-,,,�—#5 <br />HORIZ., (4) TYP. <br />SHEAR KEY <br />- t-N- <br />-- (3)1-#4 <br />If <br />#4 0 1,-Cr O.C. <br />SECTION <br />SCALE: 3/4! 1'-Cf <br />T 1 A <br />[XIST. LOADING <br />DOCK <br />NQIE: <br />FOR INFO. NOT SHOWN, <br />SEE � �A <br />\Zi.—.) <br />EXIST. FTC. <br />VERIFY DEPTH, <br />WIDTH, AND <br />LOCATION <br />COMPACTED FILL <br />#5 HORIZ., (4) TYP. <br />#4 0 2,-cr O.C. <br />#4 HORIZ., (3) TYP. <br />#4 DOWEL 0 2,-d' o.c. I <br />/'B"� SECTION <br />,-*z I �- SCALE. 3AC = 1'-Cr <br />'04%0*46 <br />3. KL E, <br />% <br />% 2 er <br />% <br />2600 Federal Ave EXPIRES 9/25/" <br />w <br />z <br />0 <br />tz <br />8 <br />:3 :3 <br />0 <br />d <br />z <br />co <br />to <br />to <br />W) <br />CD <br />39 <br />c: <br />C) <br />Z <br />ce. cr <br />w 5 <br />m < a. <br />ME m <br />L) z <br />w <br />0 jx 0 <br />Q <br />z W z <br />0 <br />0 <br />U. <br />z <br />LLI <br />SCALE AS NOTED <br />DESjoo(A H T No. <br />" DJO <br />4 <br />a sum <br />DATE AUGUST 1997 <br />FILE <br />140. 24-97-030 <br />I pp <br />III 111, 11.1111711111 111 11111 111111111ri- Fliplill III I I I I I I III I I I Jill I IIIII-Irp".1111 I I I I 11 RqIpTqTjTTT-pI Im7piIIIIII - <br />0 1 2 4 7 8 10 11 12 13 14 is <br />VVEST(- TT ;4405-15' <br />9C LE 96 SE V6 66 ZE L6 OC 60 22: Le 9e ge VO E0 ZZ tO OZ L 2L LL 9L SL t'L CL ZL Ll 01, 6 8 L 9 9 V C Z LU3 L <br />11111111 LHIMI 11 IILIILIIIIIII IIMIIII LI It It III I I I I III I H1 III I It I 111ii Ittill I LLL J1111.11 11 It& 1ILI IILLI I I I 11111111L�11 ... J .... L 11. IA I I I I I I I I I L L -1-1- L IJ L <br />.-A I ---- <br />