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E.W. <br />. <br />COLUMN LEGEND <br />Q • COLUMN BELOW <br />I@ COLUMN ABOVE <br />a COLUMN CONTINUOUS <br />W <br />'U T <br />1 , 1 <br />I i � <br />I 2 <br />j \ PROVIDE 16" WIDE X 12" g-E <br />1 TYPICAL - DRIL� 4" INTO b -S a�'+ DEEP THICKENED EDGE TYPICAL -DRILL 4" INTO <br />I <br />EXISTING FOUND TION i DOWEL \\ + 0 EXISTING BUILDING EXISTING FOUNDATION t DOWEL i <br />RE: 2/S -4 NEW HORIZ. REINFORCING <br />,. NEW HORIZ. REINFORCING _ _ <br />— — — — — — — — — — — — — — —ER PEDESTAL <br />DOOR I I r <br />SNOW R ST ` <br />4 DRAIN LOCATIONS <br />f - r� 5" THICK'CONC. BY OWNER j <br />. _ TYPICAL <br />SLAT,! REINF. ud-114 • 18' O.C. I � ` <br />DItAt T EA. WAY- -OVER MIN. 6" GRAVEL. frf } " TA L CURB 70 i <br />. RAPPP (�_: f PROVIDE CONTROL JOINTS 1 I I I -- pNTA N WATER j <br />13" -01' +/ O.G. EA. WAY I ; TALL CURB T _ I I ,� r <br />CONTAIN WATER 1K �j \• <br />1.I co 4 <br />ADD 120X121XI' -4" --1 �gEl_1i) gb ei <br />PILASTER RE, I- <br />1E 3/S -4 i <br />I <br />SLOPE SLAM -+-i SLOPE TO DRAIN <br />LAB <br />_. .. DRAT � ' k i i I N <br />I TO P <br />E I f i • I i cam-, -- —� :: 11 , <br />;SLOPE SLAB II MOSLOPIS SLAB <br />TO DRAIN TO DRAIN I NSPOU7 <br />�r Ji I FROM ROOF Olt, <br />L . 1 NON- BEARING <br />— — — — (' _ TYPICAL • DOORS - DROP <br />AT LS ON SLAB OF X2A 0 1 ADD <br />O.C. wt TOP 16" WIDE X 128 DEEP I"14i1- <br />- " -t0' -- -- THICKENED SLAM SS q4' -10' - 04X2'-Oa I_ a a <br />sg T. O. DRAIN MASONRY WALLS ti <br />I T. O. DRAIN <br />w RE: 5/5-3 \,.� 1 j POUR SLAB OVER WALL I <br />Z I _ \ z ( �. <br />t <br />T. O: SLAB <br />z <br />�- - <br />- <br />(MASONRY) <br />. FDI <br />I ^ I <br />EwlATE LINE <br />FOR TOILETS <br />AND URINALS <br />I <br />U <br />OVERFLOW <br />DRAINAGE <br />TYPICAL — — — — — <br />DIRECTED <br />UNDER NEW <br />SIDEWALK <br />368 MANHOLE <br />FOR FUTURE <br />ROOF DRAIN TO <br />CONNECTION. <br />EXISTING NEW <br />CHANGES <br />PORTAL SUMP <br />TYPICAL, U.N.O. " <br />aq -4 • DOOR- - <br />h <br />Al <br />t <br />p <br />I <br />} <br />>.. <br />4 00 PIPB' FOR <br />INUTURE ACCESS TO <br />368 MANHOLE <br />EXISTING 9Ut1P1_ <br />..MI <br />CAPPED AT END <br />t0' -3�" <br />27' -103" <br />EwlATE LINE <br />FOR TOILETS <br />AND URINALS <br />I <br />U <br />OVERFLOW <br />DRAINAGE <br />DIRECTED <br />UNDER NEW <br />SIDEWALK <br />368 MANHOLE <br />FOR FUTURE <br />ROOF DRAIN TO <br />CONNECTION. <br />EXISTING NEW <br />CHANGES <br />PORTAL SUMP <br />1 <br />I — — — <br />4" SANITARY SEWER LINE <br />1D MRA1 <br />OF PRIVATE SYSTEM <br />57' -101" <br />19x_211 <br />�a <br />_ IQ <br />OIU <br />vI} <br />I <br />MANHOLE <br />RECEIVED - <br />JUL 18 2005 . <br />t,)malaa 0rw r*m1a and OedM <br />3n <br />201 _ 1111 <br />P <br />0 <br />C <br />I <br />-1v i <br />o � ' <br />(V ' <br />NEW 4' THICK FIBER REINFORCED <br />CONCRETE SIDEWALK OVER MIN. <br />6" GRAVEL- PROVIDE CONTROL - <br />JOINTS 0 10' -0' +/- ON CENTER. <br />—► 00— ► <br />R C R B D <br />Record Set <br />SCALE: 1/4' a 1' -0' <br />t <br />A <br />C � <br />0 R1 <br />N <br />o <br />0 <br />r. N <br />5 Ile di <br />W <br />�g <br />N <br />Cn a <br />i _- <br />' yr• r <br />iK 0 <br />F <br />0 <br />ISSUE DATES <br />PRELIM. •BID SET <br />3 . 17 . 05 <br />FULL PERMIT <br />4.27.05 <br />REVISIONS ` — <br />Qj 6..7.05 <br />A6 23 05 <br />PROJECT f>< 05010 <br />DRAWN BYI RJ/SJM <br />FOUNDATION It <br />ROOF FRAMING <br />PLAN <br />tl (v1 <br />- -- 8�tiq <br />SHEET 5 of a <br />