Basket Strainer Manhole – Plan View
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NOTES1 INSIDE OF MANHOLE SHALL BE FACTORY EPOXYCOATED MIN 50 MIL SURFACE DRY EPOXY SEALERPRIME COATING AND FINISH COATING SHALL BEAPPROVED BY THE COUNTY PRIOR TO INSTALLATION2 A THERN MODEL 5110 HOIST MUST BEPROVIDED FOR BASKET REMOVAL ON SEPARATEFOUNDATIONVeALUMINUM ACCESS HATCH 30 X 30 MIN wsHALLIDAY, BILCO, CARBOLINE, OR EQUAL ; | YeeSTANDARD 5 DIA MINIMUM ot On |PRECAST MANHOLE me , tee {}ae STAINLESS STEEL CHAIN WXo 4 Se STAINLESS STEEL CHAIN BRACKETpo Q ANCHORED INTO CONCRETEac ' as 4" t r ALUMINUM OR STAINLESS| | STEEL GUIDERAIL W STAINLESSQ STEEL WALL BRACKETS-- 1 ANCHORED INTO CONCRETEta [fieat OO} | 4 INFLUENT PIPEis OO] | ae t4 OO espee 5 5 | FLOWoa OOA OOFa 00 1 MAX DISTANCE BETWEENEFFLUENT i Ne BN BASKET AND WALLPIPE - 18 MINGROUT fees ay ALUMINUM OR STAINLESS STEELFLOW ce CE a BASKET W 1 OPENINGS| | a, sLOr a sh ate,SECTIONNOTES1 DIFFERENCE IN INLET AND OUTLET INVERT ELEVATIONS SHALL BE 15 MINIMUM2 ALL CONCRETE EXPANSION ANCHORS SHALL BE TYPE 316 STAINLESS STEEL3 A SEPARATE BASKET STRAINER MANHOLE IS REQUIRED FOR CIRCULAR WETWELLINSTALLATIONSNOT TO SCALEee ee GORDawnsy | |_| SF PAGEay a SANITARY SEWERChecked By | | ~-d| 3S JOHNSTONCOUNTY f§ LA STANDARD DETAIL'Approved By | | ngartment of Public Utilities SAT } , 44Scale; Po PO Box 2263 By 8 Sf i Typical BasketPf Smithfield, NC 27577 a gS Strainer Manhole SectionSee