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30'-d <br /> i <br /> .y <br /> D/g ---------------------- <br /> 1 r---------- O .N <br /> T���D\\ /✓/� i I i i ry�f $�1 <br /> I i R�NCH ��5 pe���Ga I ? I I Milt <br /> I I I 1 <br /> l I i l <br /> I I I <br /> I I I I <br /> I ° i ❑ 1 1 ----- I I c- <br /> 1 �° 1 L❑jI ------1 I V <br /> I ------------, 1 W O <br /> I Ico <br /> 1 z � <br /> CRAWL SPACE I I <br /> FOOTING, TYP. SIZE AND I r 2%SLOPE Q <br /> 1 <br /> TO TRENCH 2% I I z <br /> TRENCH TO BE FILLED LOCATION VARIES PER PLAN I TO TRENCH I I <br /> w T WIDE/ I I/2"WASHED TRENCH 1 I r_r r—, I 1 O W <br /> CRUSHED ROCK —� r—, _ I I <br /> NON-COMPACTED 4" PERF. PIPE i ° L°JI 1 ❑ I 1 o I r , r—,I 1 <br /> POSI-DRAIN - 12'WIDE BY 8" DEEP TRENCH uo <br /> — L_J L—J °J `°J I I O Q <br /> LINE OF STEM WALL FROM CRAWL CRUSHED ROCK w/1 1/2" WASHED I I <br /> FILLED I _ Lu <br /> CRAW_ L SPACE <br /> AND FOOTING ABOVE , , 1 SPACE NON-COMPACTED V < 111 <br /> TRENCH E F. PIPE ' ' I I r , 18" MINIMUM CRAWL SPACE. I I <br /> - 4"'PERFORATED PIPE I o I I <br /> ;NSTALLED AT EXCAVATION I L_J 12" MINIMUM UNDER BEAMS. I <br /> - I - 6 MIL BLACK POLYETHYLENE GROUND <br /> TIE PIPE TO THE LOT'S STORM j <br /> STUB LOCATED AT THE FRONT I j r—, r_, COVER. LAP JOINTS 12'. <br /> OF THE LOT. I 1101 1 ❑ r—, I V z <br /> I L_J I I r— r-,I I <br /> - TRENCH s PATH WILL VARY I L_J L_J ° 1 ❑ I I <br /> r PER FOUNDATION PLAN a j _ <br /> DOWNSPOUT - I I I <br /> TIGHT 2%SLOPE <br /> IME AT 2% SLOPE — TO TRENCH I 5 w <br /> PERIMETER I I TO TRENCH <br /> OF FNDN I I I I g Q <br /> REDUCER FITTING FROM I I I ❑ I I ❑ I <br /> 60TO4"\ 1 1 L_J L_J 2z <br /> 6" STORM 1 1 TO THE <br /> STUB, TYP. 1 r—, r—, r—, 404 I t4L <br /> 11 I`oJ L�J LaJ - I I V z EXT. (FRONT) I 1 ,---------------------J I <br /> OF HOUSE TYP. i i rOT�� I Q <br /> PLAN VIEW: DISCHARGE DRAINAGE PIPE I@ EXT. FTG 1 �ti 11 <br /> ~ Q <br /> I I <br /> CS2 I i a l _ 1 ' I I— <br /> SCALE• I/2" - I'-0° I l I o 1 Ir° 1� I I � w AN, <br /> 1`-J L_J1 I I W <br /> N (Y V <br /> c W <br /> 12%1SLOPE N > <br /> I 07 <br /> TO TRENCH 1 <br /> T SLO TRE OPE H I I Lu co uu.rul" <br /> 1 _ NC I .� <br /> LL <br /> - 1 i1 o E <br /> JOIST DIRECTION PER PLAN FRONT OF 1 r I J 1 I GARA_ CAE SLAB 0 E Area Summary <br /> _ HOUSE, TYP. I I I I I Z <br /> 1 I <br /> CRAW a— L SPACE I� � I I V <br /> I ; I I I I <br /> - 6 MIL BLACK <br /> POLYETHYLENE <br /> I i 1 1 1 <br /> 4" PERFORATED PIPE E I I/2" GROUND COVER.- LAP JOINTS 12'. I I I I I <br /> WASHED CRUSHED ROCK <br /> INSTALLED AT EXCAVATION w u ROOF DRAIN _ I <br /> E TIED TO THE LOT'S TIC-HTLINE, <br /> 1 ------ -----------� <br /> STORM STUB LOCATED AT - ©cz ." . TYP. ————————————— ---- <br /> THE FRONT OF THE LOT. I Ewa <br /> REDUCER <br /> CRUSHED ROCK IS NOT FITTING FROM <br /> REQUIRED TO BE 6"TO 4" C51 <br /> COMPACTED. 6" STORM I <br /> STUB, TYP. --- ---- LOT'S STORM STUB. Y' o" <br /> ,P- <br /> CS2 APPROX. TYP. LOCATION SHOWN <br /> SECTION: DISCHARGE DRAINAGE PIPE @ EXT. FTG <br /> SCALE 1/2' r o" TYP. FOUNDATION CRAWL SPAC� DRAINAGE LAYOUT <br /> 1 SCkF- 1/4'=p_D• <br /> 1 <br /> I <br />