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30,-0' . <br /> a ; <br /> �$ <br /> r i TO sFpHo��E Ga i i i Q <br /> NC a I I 1 -- <br /> I I I I <br /> I I I ILII�I u N <br /> I I I i L—■ <br /> W � <br /> I I I N W•U <br /> W r L----------- C%i L <br /> p1 ❑ 1 1 ❑ 11 <br /> L-———————— N <br /> O W cp <br /> I I O u— Z <br /> 1 2% SLOPE 2%SLOPE I I O �. 3 <br /> CRAWL SPACE FOOTI 4, TYP. SIZE AND TO TRENCH TO TRENCH Z O <br /> LOCATION VARIES PER PLANLu <br /> TRENCH TO BE FILLED 12" WIDE (,� � <br /> w/ I I/2 WASHED TRENCH I I I ❑ l o l l a l o f I ❑ I I I i L�� �� cz W <br /> CRUSHED ROCK, q" PERF. PIPE ,J1 I L J L_J L_J l—J L_J L_,I I `�� Q > <br /> - 12 WIDE BY 8 DEEP TRENCH I <br /> NON-COMPACTED P051-DRAIN I CRAWL SPACE I v w <br /> _ .FILLED w/I I/2' WASHED I I <br /> FROM CRAWL IV MINIMUM CRAWL SPACE, <br /> I <br /> LINE OF STEM WALL SPACE CRUSHED ,ROCK, NON-COMPACTED I I I o I �' I I <br /> AND FOOTING ABOVE ; - 4" PERFORATED PIPE I 12 MINIMUM UNDER BEAMS. <br /> TRENCH 6 PERF. PIPE °f ` ., f INSTALLED AT EXCAVATION 1 1 L_J 6 MIL BLACK POLYETHYLENE GROUND 1 <br /> I I 1-j Z <br /> - TIE PIPlrTO THE LOT'S STORM I I COVER. LAP JOINTS 12". I I V <br /> ' I I r -1 r—� r—i r—i I I <br /> STUB LOCATED AT THE FRONT I <br /> - OF THE LOT. I jL L_J �� LaJ LOJI j <br /> R - TRENCH s PATH WILL VARY I I I I � (!) <br /> PER FOUNDATION PLAN I 2%SLOPE I I (� w <br /> I TO TRENCH I I <br /> DOWNSPOUT - I 2% SLOPE <br /> TIGHTLINE AT I I TO TRENCH I <br /> PERIMETER j r , r r—� r—�ILu <br /> OF FNDN REDUCER 1 1 ❑ 1 1 ❑ I ❑ I ❑ 11 tc <br /> FITTING FROM I I L_J L_J 2Z L—J L—JI I Q Ql <br /> 6" TO 4"\ I TO SLOPE I I (� <br /> 1 I T,pfNGk I I U z <br /> 6" STORM <br /> ' - II ❑ I I ❑ I I ❑ I I I <br /> STUB, TYP. I 1L�J L_J L_J -____________________J I <br /> EXT. (FRONT) s� , ��--------------------�OF NOOSE, TYP. <br /> WLAN VIEW: DISCHARGE DRAINAGE PIPE @EXT. FTG ;��; I C3IALE: 1/2" = I'-O" I I 1 <br /> I I �Ho2a,w, <br /> 1 1 1 �.u.cPo.TMw <br /> 12%1SLOPE 2%SLOPE I 1 <br /> TO TRENCH TO TRENCH s¢51]Be9aa1¢t HOM[6 <br /> o/sI L — _ �'---J V I 1 <br /> GARAGE SLAB 1 1 Area Summary <br /> I <br /> FRONT OF I I 1 1 <br /> JOIST DIRECTION PER PLAN HOUSE` TYP. I <br /> - I I I I I I 1 <br /> 1 I I I I I 1 1 <br /> CRAWL SPACE <br /> I I <br /> - 6 MIL BLACK ——— —� ---� I I I <br /> POLYETHYLENE I I I I <br /> GROUND COVER. <br /> 4" PERFORATED PIPE E 1 1/2" LJOINTS 12�.AP I II II L <br /> WASHED CRUSHED ROCK ROOF DRAIN I <br /> INSTALLED AT EXCAVATION w �wA Z TIGHTLINE, <br /> —------------------------- <br /> 6 TIED TO THE LOT'S � TYP. <br /> STORM STUB LOCATED AT - REDUCER Ila ; zy� " <br /> THE FRONT OF THE LOT. FITTING FROM CRUSHED ROCK IS NOT 6" TO 4' C51 <br /> REQUIRED TO BE <br /> COMPACTED. 6' STORM LOT'S STORM STUB. <br /> STUB, TYP. C52 APPROX. TYP. LOCATION SHOWN <br /> 1 <br /> SECTION: DISCHARGE DRAINAGE PIPE @ EXT. FTG`°, TYP. FOUNDATION CRAWL SPACE DRAINAGE LAYOUT <br /> l.Jl SCALE: 1/2" = 1'-0" <br /> SCALE; 1/4'=1'-0" <br />