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'.A'—D' <br /> N <br /> _______________________ - <br /> D�' r—_____—_—_ _—_—_---_— <br /> I I I I <br /> TO TLopF <br /> i RFNO,y ti�D'Ctz� i � I <br /> I <br /> 1 I <br /> 1 <br /> I I ❑ I I ❑ I I ❑� r—�I I 0 O L J L—_—_____ W <br /> ��-I�/ I O N <br /> -- <br /> I I 2%SLOPE � I I O7 W <br /> CRAWL SPACE FOOTING, TYP. SIZE AND I I 2%SLOPE <br /> TO TRENCH TO TRENCH <br /> LOCATION VARIES PER PLAN <br /> I I <br /> I I ] Q {— <br /> TRENCH TO BE FILLED 12" ILL <br /> WIDE I O _� N W <br /> I I r—� —� r—r r—� r—� r-�I I /� Z (� <br /> w/ II/2" WASHED TRENCH I ❑ I ❑ I ❑ I ❑ ❑ I I ❑ II I ��JLJ� f-- Q >CRUSHED ROCK, 4' PERF. PIPE n n IL J L_J L_J L_J L_J L—J I I ��+ <br /> NON-COMPACTED - 12 WIDE BY 8 DEEP TRENCH I CRAWL SPACE <br /> POST-DRAIN I U V W <br /> FILLED.w/ 1 1/2" WASHED <br /> LINE OF STEM WALL FROM CRAWL CRUSHED ROCK NON-COMPACTED I r-1 IB' MINIMUM CRAWL SPACE. I I <br /> AND FOOTING ABOVE I SPACE - 4" PERFORATED PIPE 1 ° 12' MINIMUM UNDER BEAMS. I <br /> TRENCH 8 PERF. PIPE INSTALLED AT EXCAVATION j I L_J 6 MIL BLACK POLYETHYLENE GROUND <br /> ' I 1 Lu <br /> r - TIE PIPE TO THE LOT'S STORM j _ COVER. LAP JOINTS I2". I k Z' <br /> STUB LOCATED AT THE FRONT I I_Ir , r- r- r-1 I <br /> OF THE LOT. I I ° I ❑ ❑ I Q <br /> -TRENCH's PATH WILL VARY J L° <br /> PER FOUNDATION PLAN o I I I I <br /> I i � 2%SLOPE � w <br /> DOWNSPOUT I TO TRENCH <br /> T SLOPE I I b <br /> TIGHTLINE AT I I $ Q <br /> TO TRENCH I <br /> _ W <br /> PERIMETER <br /> FNDN REDUCER I I ❑ I I ❑ I I ❑j r- I t FITTING FROM I L_J Q �J <br /> b TO 4'\ 1 1 r0 SLOPE I I ^/ <br /> 6" STORM �C14 I V z <br /> EXT. STUB TYP. I I ❑ I I ❑ I ❑ <br /> --------------------- <br /> I I L_J L_J � -- <br /> . (FRONT) _ I I � � ------------------ I <br /> I n/� <br /> OF HOUSE, TYP. <br /> CS2 <br /> //2 PLAN VIEW: DISCI- GE DRAINAGE PIPE @ EXT. FTG 1 Ir a-, <br /> M � ILJ I <br /> SCALE: I/2 <br /> I 1 1 I I <br /> I I I h�Em. <br /> 12%I SLOPE <br /> 1 TO TRENCH 2X SLOPE I °tee uw <br /> I I TO TREN H <br /> --J j 1 <br /> GARAGE SLAB I I Area Summary <br /> I I <br /> JOIST DIRECTION PER PLAN HOUSE OF, TYP. I I ; j <br /> I I i i I I 1 I <br /> CRAWL SPACE —1— —i--� <br /> - 6 MIL BLACK <br /> POLYETHYLENE <br /> GROUND COVER. I 1 1 4" PERFORATED PIPE E 1 1/2" - LAP JOINTS 12'. 1 <br /> ROOF DRAIN -----------------------j <br /> WASHED CRUSHED ROCK I <br /> INSTALLED AT EXCAVATION _ <br /> w '-- - .TIGHTLINE, ; -------------------------- JKA <br /> B TIED TO THE LOT'S TYP e. <br /> STORM STUB LOCATED AT m - REDUCER <br /> THE FRONT OF THE LOT. FITTING FROM <br /> CRUSHED ROCK 15 NOT b" TO 4" Gsl I `mmm y a <br /> REQUIRED C BE 6" 5-1 ORM i— ---i LOT'S STORM STUB. <br /> COMPACTED. STUB, TYP. APPROX. TYP. LOCATION SHOWN. <br /> CS2 -- <br /> �SECTION: DISC�IARGE DRAINAGE PIPE @EXT FTG TYP. FOUNDATION CRAWL SPACE DRAINAGE LAYOUT <br /> CJI SCALE: I/2" <br /> SCALE 1/4•=r—o• <br />