Laserfiche WebLink
1 <br />_ J Q <br />0 O° <br />0 <br />H <br />Z U <br />Q Z <br />< D O O <br />W <br />v Q O H <br />a0 Q W J <br />J ❑ Q <br />coo(7)� <br />2. CONCRETE PAD EXTENDS BEYOND THE FILTER WALL OF <br />V <br />CL <br />co <br />Q <br />THE RAIN GUARDIAN BUNKER TO SERVE AS A SPLASH DISSI- <br />0 <br />a <br />INSURMOUNTABLE CURB FACE <br />2. EXCAVATE 1' 7" BELOW TH <br />RETENTION OVERFLOW ELE' <br />INSTALLED VIEWS <br />0 Z <br />o a <br /><0 <br />Q <br />U ❑ <br />Q <br />J z <br />U g <br />= w <br />a H <br />LJJ <br />❑ 0 <br />0 I <br />z <br />FORE, THE TOP OF THE FINIS <br />BELOW THE GUTTERLINE ELE <br />AN BUNKER METAL GRATE W <br />01 0, <br />4 ° 1 ° 1 ° 1 ° 1 <br />• <br />ACCOMMODATE A SLOPED IN <br />GUARDIAN BUNKER. <br />w J LE LL <br />p( a w H❑ Q 0 z a U Y <br />Z al z= 0 z w 0 <br />z <br />0_ DmQOH 1cr) CC H <br />wW wc OOO ZwOQ <br />0H�J 2 < a°OQ w <br />L.L OO m} U O <br />JM J =1— <br />Z <br />CV Q U <br />w ❑mZ_ x Hm=mW cp H Z ❑ 2 D 2 . 0 Z < i <br />cci H 0 H 0_U) fci 5 co < 2 H <br />CONCRETE PAD AND 1-1/2" BE <br />„9 2 <br />„9/L L ,t <br />TrI <br />a <br />kr <br />I <br />0 <br />0 <br />m <br />7. WHEN POURING THE CON( <br />BOLTS ON THE RAIN GUARD/ <br />LEAST 2" OF CONCRETE ON P <br />8. SIDE CURBS OF THE POUF <br />CROSS-SECTION VIEW NOTES <br />ABLE PROFILE TO PREVENT <br />DOWNSTREAM SIDE OF THE I <br />1- <br />o � <br />Li-) 0 <br />rn w <br />0 <br />H H <br />❑ <br />w 0 <br />UJ <br />a 00 <br />0 <br />0 )- <br />J <br />W W <br />(0 (/) <br />m <br />cn a <br />U CC <br />w 0 <br />= U <br />H 0 <br />LL <br />0 LL <br />a ❑ <br />0 Q <br />W p <br />H Q <br />. H <br />TERLINE ELEVATION. <br />2. THE TOP OF THE CONCRETE PAD IS PRECISELY 9" BELOW <br />DURING CLEANING. <br />THE GUTTERLINE. <br />CONCRETE PAD <br />WITH FILTER FABRIC FACING <br />REVISION HISTORY <br />Q <br />m 2 <br />W <br />Z <br />co <br />W <br />Z <br />0 <br />Z <br />ce <br />ce <br />PRETREATMENT CHAMBER <br />NG DEPTH: <br />ration Basins <br />