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2 CLR <br />2 CLR (TYP ) <br />(TYP ) I <br />#4 BARS AT ABOUT <br />a� I- 0 SPACING EACH <br />WAY (EACH FACE)- <br />ti <br />, <br />co <br />LI'- I%e I <br />25 �/2 DIA OPENINGS <br />FOR INLET AND OUTLET <br />PIPE (SEE NOTE #1) <br />SEE DETAIL D <br />7'- 8 <br />6'- 0 <br />10 <br />' <br />TOP OF <br />10 <br />2 CLR VAULT <br />�1 <br />a <br />i <br />rA <br />a <br />LADDER STEPS <br />{� <br />(8 REQ'D INCLUDES I'- 6 <br />I <br />HAND HOLD) <br />(SEE NOTE 43 ) <br />I i <br />r _:I <br />•m <br />�CL TANK' <br />i <br />HAND HOLD <br />TOP OF RINGWALLII <br />ELEV= 818.00 1 <br />�/2 THK EXPANSION <br />JOINT (TYP <br />CONCRETE FLOOR _, <br />r� 2 J. <br />^µ NOTCH VAULT WALL FOR <br />WOODEN VAULT COVER <br />(SEE NOTE #4) <br />#4 BARS AT ABOUT <br />- #4 BARS AT ABOUT I'- 0 SPACING EACH <br />I'- 0 SPACING EACH WAY (INSIDE FACE) <br />WAY (EACH FACE) <br />-(2) 16" DIA BASE BEND C <br />FLANGED TOP AND SIDE <br />J h° =�BLOCK. <br />INLET AND OUTLET THRUST <br />.J — °�° SEE DWG #F2 SHEETS <br />I AND 2 FOR DETAILS <br />SUMP 4 - 18 DIA x 1'- 0 DEEP <br />A SLOPE VAULT FLOOR TO <br />SUMP (SEE NOTE #3) <br />SECTION THRU VALVE VAULT <br />(VAULT COVER OMITTED FOR CLARITY) <br />10 1'- 6 <br />(2) 45 BARS <br />ALONE WALL <br />2 CLR <br />(TYP BOTHTH SIDES ) <br />(TYP) <br />r <br />6" WATERSTOP (CONTINUOUS) <br />AS MANUFACTURED BY <br />ti <br />I. I.I <br />GREENSTREAK OR EQUAL. <br />(V <br />2 CLR <br />3 CLR <br />I <br />J, <br />#4 BARS <br />ON <br />ABOUT I'- 0 <br />CTR'S <br />DETAIL D <br />II'- 4 <br />8 5'- 0 8 <br />CL TANK <br />HAND HOLD 44 BARS AT ABOUT <br />(I - LADDER STEP) I'- 0 SPACING EACH <br />WAY (INSIDE FACE) <br />1 LADDED STEPS <br />2 CLR (SEE NOTE #3) <br />(TYP) <br />(TYP) 2'- 6 1 2'- 6Fig <br />j 16" DIA BASE BEND <br />° C <br />SEE DWG #FI SHEET 2 <br />AND 5 FOR SUMP <br />;°° ° DISCHARGE LINE <br />SEE DETAIL B -A <br />#5 BARS AT ABOUT <br />1` 0 SPACING EACH WAY <br />II'- 4 <br />8 8 <br />#4 BARS ON ABOUT <br />1` 0 CTR 'S (2) #5 BARS <br />ALONE 10" WALL <br />I— r—ram <br />P <br />h (1) #4 BARS AT <br />EACH CORNER I I <br />(I) #4 BARS AT <br />EACH CORNER <br />I'- 0 MIN I'- 0 MIN <br />2 CLR <br />(TYP) <br />I� <br />�I <br />IB DIA SUMP <br />(SEE NOTE #3) <br />7 <br />SECTION A -A <br />(VAULT COVER OMITTED FOR CLARITY) <br />NOTES- <br />8 2'- 6 <br />1° GROUT AROUND PIPE AND SEAL OUTSIDE WITH <br />2 CLR <br />"BENJAMIN FOSTER" 95 X 44 BUTYL RUBBER <br />#5 BARS (2) <br />I <br />(TYP) <br />BASE CAULPKING COMPOUND, OR EQUAL, <br />PER CORNER <br />FOR A WATERTIGHT JOINT. <br />WATERSTOP <br />2° WORK THIS DRAWING WITH OTHER FOUNDATION <br />i <br />(I) #4 BARS AT <br />DRAWINGS° <br />I <br />EACH CORNER <br />3° SEE DRAWING #FI SHEET #2 FOR ACTUAL <br />ORIENTATION OF SUMP AND LADDER STEPS. <br />2 CLR <br />LADDER STEPS ARE TO BE NEENAH <br />` #R-1982-J (TYP). <br />3 CLR <br />I <br />4° SEE DRAWING #F2 SHEET 4 FOR VAULT COVER <br />6--= <br />DETAILS e <br />DETAIL B <br />' INOICATES CHANGE FROM PREVIOUS ISSUE <br />M <br />8 <br />0 <br />(V <br />e <br />a <br />e <br />(V <br />v <br />8 <br />i <br />