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4 QUICK C0� �n� urn <br />CONNECTION <br />FOR PUMPING <br />CONNECTION <br />8"x 4" FLAN( <br />CONCENTRIC <br />r <br />OR EQUIVALENT <br />(SEE DETAIL THIS SHEET) <br />NOTE: ALL MANHOLE MATERIALS TO BE AS SHOWN <br />ON TYPICAL PRECAST MANHOLE DETAIL. <br />FORCE MAIN CLEANOUT MANHOLE DETAIL <br />N.T.S. <br />CHAMFERED EDGE <br />TO SUIT PIPE CE —\ <br />#4 0 20 4 "0 TOP— <br />REMAIN 0 8" MAX. 12 <br />1 1/2" COVER (TYP.) <br />PIPE <br />STAINLESS <br />1 STEEL STRAP <br />.I. FORCE MAIN °. i— PIPE SECTION <br />x 8" TEE <br />FLEXIBLE SLEEVE CAST <br />a IN MANHOLE BASE <br />PRECAST CONCRETE MANHOLE <br />#5 BARS DRILL AND <br />GROUT 10 EA. CORNER <br />REMAIN Q 12" O.C. <br />.-3" MIN. <br />' CONCRETE <br />SURFACE <br />CONCRETE PIPE SUPPORT <br />N.T.S. <br />PAVEMENT (SEE DETAIL) <br />Z. <br />�t <br />, <br />1" COPPER UNLESS <br />OTHERWISE REQUIRED <br />CORPORATION <br />STOP <br />D.I. FORCE MAIN <br />COVER WITH WORD "SEWER" <br />/FINISHED GRADE <br />FLANGE <br />ADJUSTABLE SLIDING <br />VALVE BOX <br />CURB STOP <br />° <br />EXISTING <br />° SEWER MANHOLE <br />° <br />HOLE TO BE CORED <br />e <br />-90° BEND <br />° ° <br />6" <br />MANHOLE SEAL DETAIL <br />C <br />N.T.S. <br />WATERTIGHT MANHOLE FRAME <br />AND COVER, SEE SPEC'S <br />Finished Grade , See Plan <br />Adjust ITo Required Grade <br />With A'Min. Of One Courses. <br />And A'Max. Of Five Courses <br />_ <br />Mortar All Around <br />Of Brick Masonry Or <br />s <br />Reinforced Conc. Grading <br />„0 j <br />8" MIN. <br />Rings, XI Bricks To Be <br />—0 <br />Laid As Headers <br />o <br />° <br />oX <br />x <br />PRECAST CONCRETE <br />MANHOLE CONE <br />Butyl Rubber Joint <br />� <br />I x <br />Sealant (Typ.) <br />_----- - - <br />-� <br />-- <br />o . <br />i <br />° <br />REINFORCEING STEEL,,(TYP.) - <br />-- <br />x <br />_ COMBINATION OF <br />1 2 3 OR 4' LENGTHS 24” D.F. FORCE <br />- CL ELEV. 196.0' <br />° <br />e <br />6" <br />° - -SEAL WITH NON — SHRINK <br />TYPE GROUT <br />e e <br />° c <br />PRECAST CONCRETE 5" Min. <br />- -- — ° 4' -0" °x <br />MANHOLE RISER -- -- <br />Manhole Steps ° <br />See Specs ------ - - - - -- -- X <br />�X <br />PRECAST CONCRETE I <br />Manhole Base <br />eY <br />in a <br />° e <br />z � 6' -0" j TMIN. <br />24" D.I. FORCE MAIN <br />PRO <br />r <br />24" D.I. FORCE MAIN ! ° <br />i a <br />r 1 <br />G <br />Manhole Seal o a ° e e' x 00 z <br />w xox-.>—x x° x e <br />SEE DETAIL (TYP.) ° a e ° g <br />FLAT STONE OR <br />CONCRETE BLOCK <br />NOTES: <br />1. AS SHOWN ON PLANS, CONNECT TO <br />EXISTING SEWER MANHOLE. <br />2. CORPORATION STOP, CURB STOP <br />AND VALVE BOX TO BE LOCATED <br />AS SHOWN ON PLANS OR AS <br />DIRECTED BY THE ENGINEER. <br />FORCE MA IN AIR RELEASE DETAIL <br />N.T.S. <br />l <br />Stone 6" min. --/ L UNDISTURBED MATERIAL <br />i <br />( (t - <br />gS ®nSS I'll A ,. <br />N.T.S. <br />a <br />i w <br />e <br />. I A . <br />24" D.I. <br />FORCE <br />- - - - -- - - k ----------- MAIN <br />- - -- J - - -- ----------- <br />3'-0 o <br />PRECAST CONCRETE <br />MIN. °. MANHOLE BASE <br />e <br />e <br />i <br />