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h <br /> 72 <br /> ---------------------- O------------------ 3 = <br /> D 5 <br /> To.S4 <br /> /✓� a <br /> I I <br /> T E <br /> I I RFNCy 0 <br /> I I I I I I <br /> I I I I I I <br /> I I I I I I <br /> I I I I I I <br /> I I I I I <br /> I Il L----------J ol O Il_J L_J l_J LOJL- uj <br /> CV <br /> 2% SLOPE 2% SLOPE I I o <br /> CRAWL SPACE FOOTING, TYP. SIZE AND I TO TRENCH TO TRENCH j p CV W ` ZO <br /> LOCATION VARIES PER PLAN I I I o > L) Cn <br /> TRENCH TO BE FILLED 12" WIDE j r-� <br /> w/ I I/2" WASHED TRENCH I I�°; °J L O J L O J L° �❑l I I <br /> W Lu <br /> CRUSHED ROCK, 4" PERF. PIPE I I 0 E O Q > <br /> NON-COMPACTED - 12 WIDE BY 8 DEEP TRENCH I I �+/ r✓ V � Lu <br /> POSI-DRAIN FILLED w/ 1 1/2' WASHED CRAWL SPACE I Z } <br /> LINE OF STEM WALL FROM CRAWL CRUSHiD ROCK NON-COMPACTED I I r , IB" MINIMUM CRAWL SPACE. I I"'a <br /> AND FOOTING ABOVE SPACE - 4" PERFORATED PIPE I 1 L❑J 12' MINIMUM UNDER BEAMS. <br /> TRENCH E PERF. PIPE tl . _ ..� I INSTALLED AT EXCAVATION 6 MIL BLACK POLYETHYLENE GROUND �� V w <br /> COVER. LAP JOINTS 12. <br /> - TIE PIPE TO THE LOT'S STORM I I I U Z <br /> ' STUB LOCATED AT THE FRONT I r- r-, r-I r-, r-�I <br /> I o l I o I I ❑ I I I I ❑ II Q <br /> OF THE LOT. L_J L_J - <br /> -TRENCH's PATH WILL VARY <br /> =1 PER FOUNDATION PLAN b I 2X SLOPE I I (� w <br /> g I TO TRENCH I I b <br /> DOWNSPOUT I 2% SLOPE i i $ Q <br /> TO TRENCH <br /> TIGHTLINE AT w <br /> PERIMETER = j r-� r-1 r- r-�j <br /> OF FNDN REDUCER IL <br /> ❑ o f I ❑ I I ❑ II <br /> FITTING FROM I L_J L_J 2XS L-J L-JI n, <br /> 6" TO 4"\ I I r0 ROPE I l <br /> I TRENCH I v z <br /> 6" STORM <br /> II ❑ I ❑ I o f I <br /> STUB, TYP. I ---------------------J I <br /> EXT. (FRONT) I <br /> Ii ro s , --------------------� <br /> OF HOUSE, TYP. <br /> PLAN VIEW: DISC�IARGE DRAINAGE PIPE @ EXT. FTG 'r <br /> C52 I IL❑ 1 <br /> L_J L_J <br /> SCALE: I/2" = 1'-0' I I <br /> I I <br /> 2%1 SLOPE I �°i=, <br /> 2%SLOPE I <br /> - <br /> 'TO TRENCH I i °" <br /> I I _ TO TRENCH <br /> I � u <br /> L J Area Summary <br /> GARAGE SLAB <br /> FRONT OF I I I I <br /> J015T DIRECTION PER PLAN HOUSE TYP. I I I <br /> , I I I I <br /> CRAWL SPACE <br /> tGROUND <br /> IL BLACKTHYLENE <br /> COVER.4" PERFORATED PIPE C I I/2" JOINTS 12". I L------------------------ <br /> WASHED CRUSHED ROCK ° ROOF DRAIN <br /> INSTALLED AT EXCAVATION �W,Z -_ TIGHTLINE, ------------------------ <br /> TIED TO THE LOT'S TYP. <br /> STORM STUB LOCATED AT REDUCER Iia za-a <br /> THE FRONT OF THE LOT FITTING FROM u� -- <br /> CRUSHED ROCK 15 NOT b"TO q CSI SCALE, Yl.r-a <br /> __ LOT'5 STORM STUB. <br /> REQUIRED TO BE b" STORM - ---- <br /> COMPACTED. STUB, TYP. C52 APPROX.TYP. LOCATION SHOWN <br /> SECTION: DISCHARGE DRAINAGE PIPE @ EXT. FTG TYP. FOUNDATION CRAWL SPACE DRAINAGE LAYOUT <br /> l.J I SCALE: 1/2" = 1'-0" SCALE 1/4'-r-0" 1 <br /> 1 <br />