Laserfiche WebLink
CRAWL SPACE <br />TRENCH TO BE FILLED <br />w/ 1 1/2" WASHED <br />12" WIDE <br />TRENCH <br />CRUSHED ROCK <br />NON -COMPACTED <br />4" PERF. PIPE <br />POSI-DRAIN <br />LINE OF STEM WALL <br />FROM CRAWL <br />AND FOOTING ABOVE <br />, SPACE <br />TRENCH E PERF. PIPE <br />e ' <br />DOWNSPOUT <br />TIGHTLINE AT <br />PERIMETER <br />-I <br />OF FNDN <br />REDUCER <br />FITTING FROM <br />6" TO 4"\ <br />_ 6" STORM <br />STUB, TYP. <br />i <br />FOOTING, TYP. SIZE AND <br />LXATION VARIES PER PLAN <br />- 12' WIDE BY 8" DEEP TRENCH <br />FILLED w/ 1 1/2" WASHED <br />CRUSHED ROCK, NON -COMPACTED <br />4' PERFORATED PIPE <br />;NSTALLED AT EXCAVATION <br />- TIE PIPE TO THE LOT'S STORM <br />STUB LOCATED AT THE FRONT <br />OF THE LOT. <br />- TRENCH's PATH WILL VARY <br />PER FOUNDATION PLAN <br />EXT. (FRONT) <br />OF MOUSE, TYP. <br />CS2 PLAN VIEN: DISCHARGE DRAINAGE PIPE-@ <br />EXT.FTC <br />JOIST DIRECTION PER PLAN FRONT OF <br />HOUSE, TYP. <br />CRAW— L SPACE <br />- 6 MIL BLACK <br />POLYETHYLENE <br />4" PERFORATED PIPE E 1 1/2" <br />WASHED CRUSHED ROCK <br />GROUND COVER. <br />- LAP JOINTS 12'. <br />INSTALLED AT EXCAVATION <br />w <br />ROOF DRAIN <br />E TIED TO THE LOT'S <br />STORM STUB LOCATED AT <br />o w _ <br />- ©� :. <br />TIC-HTLINE, <br />TYP. <br />THE FRONT OF THE LOT. <br />CRUSHED ROCK 15 NOT <br />REDUCER <br />FITTING FROM <br />REQUIRED TO BE <br />b" TO 4" <br />COMPACTED. <br />6" STORM <br />STUB, TYP. <br />SECTION: <br />SCALE <br />DISCHARGE DRAINAGE PIPE <br />@ EXT. FTG <br />1/2' I' O" <br />r---------- <br />I I 1g \� \ <br />TO <br />I f I <br />THE ,y <br />� <br />I I <br />I I <br />I I <br />I <br />I 1r <br />I <br />° <br />I I I I <br />I I <br />r— <br />L❑ J I . 1 j L-----------� I <br />L JL—___________ <br />,I <br />TO TRENCH <br />2% SLOPE I j <br />I <br />I <br />TO TRENCH I I <br />I I <br />I II ❑ I <br />LoJI I ❑ <br />r—� r_� <br />131 <br />I❑ II I <br />CRAW_ L SPACE I <br />I <br />r ° <br />ISa MINIMUM CRAWL SPACE. I <br />I <br />L_ J <br />I <br />12 MINIMUM UNDER BEAMS. I I <br />I <br />6 MIL BLACK POLYETHYLENE GROUND <br />_ <br />COVER. LAP JOINTS 12". I I <br />I 1LOJ <br />I <br />I <br />I° 1 <br />L_J <br />1❑ 1 1 <br />L_J oi 11311 1 <br />L <br />I <br />J L_JI I <br />I j <br />� <br />2% SLOPE I I <br />1 <br />2% SLOPE <br />I <br />TO TRENCH <br />NCH I I <br />I <br />I <br />TO TRENCH <br />I I <br />1 <br />113 <br />I I <br />I I <br />i <br />L_J <br />❑ <br />L—J 2X `E3 I <br />TO 7. F I I <br />TREAt <br />I I <br />II ° J <br />1 o I I❑ I <br />I I <br />orl� <br />------------------- --� <br />I I RF F <br />�i <br />I <br />r <br />II <br />ioi <br />I <br />moil I <br />1 <br />I 1 <br />I <br />I <br />I I <br />2% SLOPE <br />1 <br />1 <br />I <br />I I <br />1 I <br />I <br />I TO TRENCH <br />2% SLOPE <br />I <br />I I <br />1_ <br />TO TRENCH <br />I <br />__J I <br />I <br />I <br />I <br />GARAGE SLAB i I <br />_ I <br />I I I <br />I I <br />`--- <br />------------- <br />i_-_ LOT'S STORM STUB. <br />APPROX. TYP. LOCATION SHOWN <br />TYP. FOU <br />L <br />•L DRAINAGE LAYOUT <br />5CALE: 1/4' = p_p• <br />F- <br />w 4) <br />O X'0 <br />CV > <br />p) L1.) <br />7 Co <br />LL r.r <br />CD OE <br />� Ua <br />SCALE: y' . v-p, <br />