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0 <br /> /5 M <br /> I I <br /> Ta s o'.eL <br /> I <br /> A <br /> L❑J L-------- , 0 W�> <br /> ---- I I N Z <br /> I I 1 C" Lu <br /> 2% SLOPE 2%SLOPE I I �_ � <br /> CRAWL SPACE FOOTING, TYP. SIZE AND I TO TRENCH TO TRENCH I O ~ O <br /> LOCATION VARIES PER PLAN I O Z o) f <br /> TRENCH TO BE FILLED 12" WIDE I I I I Z }L W <br /> 4" PERF. PIPE <br /> I I`r--❑Jr 1L—❑J� rIL—❑�J LIr—_❑J�I Lr1 --❑Jr Lr--❑�JI 1 1 1/2" ASHEDw/ TRENCH <br /> CSHED ROCK, <br /> 12" WIDE BY ' EEP TRENCH I I V OU W <br /> NON-COMPACTED POSI-DRAIN I CRAWL SPACE <br /> FILLED w/ 11/2 WASHED I <br /> LINE OF STEM WALL FROM CRAWL CRUSHED ROCK NON-COMPACTED r-1 IV MINIMUM CRAWL SPACE. I I <br /> AND FOOTING ABOVE SPACE I ° I 12" MINIMUM UNDER BEAMS. I I <br /> - 4' PERFORATED PIPE I L�__j <br /> b MIL BLACK POLYETHYLENE GROUND IITRENCH E PERF. PIPE INSTALLED AT EXCAVATION I I I L►-ICOVER. LAP JOINTS 12".TIE PIPE TO THE LOT'S STORM I ISTUB LOCATED A I THE FRONT I I r—� r—� r—� r—�I I f � <br /> I 1 ❑ I I ❑ ❑ I 1 ❑ I ❑ II Q v <br /> OF THE LOT. I <br /> - TRENCH's PATH WILL VARY I I I C <br /> PER FOUNDATION PLAN I I 2% SLOPE I I un <br /> I TO TRENCH I I a w <br /> DOWNSPOUT i 2% SLOPE I —1 <br /> TIGHTLINE AT TO TRENCH <br /> PERIMETER r I--_1 w <br /> OF FNDN REDUCER I ❑ ❑ ❑ ❑ II I �1 <br /> FITTING FROM I L_J L_J 2Z L_J L_J I I Qn/ <br /> G" TO 4"\ I I TO SLOPE I I I � Q <br /> TREN64 I V z <br /> 6' STORM 1 r—� r— I 1 1 I <br /> STUB, TYP. I L 13 O J L J - --------------- --J <br /> ---- Q <br /> EXT. (FRONT) i i To s , -------------------- C- CZ <br /> OF HOUSE, TYP. i T� <br /> I 1 <br /> cry PLAN VIEW: DISCHARGE DRAINAGE PIPE @ EXT. FTG <br /> C52 SCALE: 1/2" = I'-O' ` <br /> I I I i Comwiort Nonce:Ms <br /> 1 2% SLOPE I _ <br /> TO 2%SLO <br /> TRENCH PE I <br /> -- --TO TRENCH <br /> Dis <br /> p L J Area Summary <br /> — f I <br /> FRNT <br /> I <br /> r- - - --, GARAGE SLAB <br /> JOIST DIRECTION PER PLAN HOUSE,OTYP. I I I <br /> 1 1 I I I I 1 1 <br /> I i i 1 I I I <br /> CRAWL SPACE <br /> I I I <br /> - 6 MIL BLACK --- — -- I <br /> POLYETHYLENE <br /> I <br /> GROUND COVER. <br /> 4" PERFORATED PIPE E 1 1/2' - LAP JOINT5 12'. ^ ` L-----------------------� <br /> WASHED CRUSHED ROCK ROOF DRAIN <br /> INSTALLED AT EXCAVATION — <br /> w z TIGHTLINE, <br /> -------------------------- at <br /> 4 TIED TO THE LOT'S o w — TYP. 1 <br /> STORM STUB LOCATED AT REDUCER iD- sa a m" <br /> THE FRONT OF THE LOT. FITTING FROM wa _-•- <br /> CRUSHED ROCK 15 NOT b" TO 4" CSI �scALE: Y;=r-0, <br /> ��T <br /> REQUIRED BE b" STORM _ ---_ LOT'S STORM STUB. <br /> COMPACC TED. 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" = 1'4 <br /> SCALE 1/4'=1'-0" 1 <br /> 1 <br />