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PAUL J. HERUBIN <br />4524304/01/2021PJH <br />JJG <br />JJG 20658.03 <br />1 4/1/21 JJG FINAL PLAT SUBMITTAL <br />2" FORCEMAIN <br />48" <br />27" <br />1' <br />- <br />4 <br />" <br />4' <br />7" <br />A <br />A <br />NOTE: <br />PROVIDE MINIMUM SLOPE OF 2"/FOOT <br />FROM FORCEMAIN TO GRAVITY SEWER <br />AT ALL POINTS WITHIN MANHOLE <br />SECTION A-A <br />STEPS 16" O.C. ON <br />DOWNSTREAM <br />SIDE <br />AS <br /> <br />N <br />E <br />E <br />D <br />E <br />D <br />EXISTING <br />SEWERSLOPE <br />MANHOLE CASTING AND COVER, NEENAH R-1642-B, ESS BROS. 309, OR <br />APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. <br />GASKETED <br />FLEXIBLE <br />WATERTIGHT <br />CONNECTION <br />(TYP) <br />STANDARD SANITARY SEWER <br />MANHOLE (SEE DETAIL) <br />2" ADJUSTING RINGS AS REQUIRED <br />(MIN. 2, MAX. 4) <br />ADJUST CASTING TO 1/2" BELOW FINISHED <br />BITUMINOUS GRADE. <br />N.T.S. <br />1 FORCEMAIN CONNECTION <br />TO MANHOLE <br />BRING TRACER WIRE INTO <br />MANHOLE AT PIPE CONNECTION, <br />PROVIDE 3' MIN COIL OF TRACER <br />WIRE WITHIN THE MANHOLE <br />C5.01DETAILS <br />77 <br />• <br />• <br />• <br />• <br />Brass components conform to ASTM B62 and ASTM B584, UNS C83600 -85 <br />or ASTM B584, UNS C84400 -81-3-7-9 (latest revision) <br />Lid and Base made of Cast Iron per ASTM A48, Class 25 <br />Upper Section made of steel pipe <br />Coated with black dip <br />85-5-5-5 (latest revision) <br />N.T.S. <br />2 CURB BOXES - 5612 <br />ORCHARD CREEK LOW PRESSURE SEWER EXTENSION <br />ELBOW <br />SS STRAP <br />24" OC <br />BY <br />OTHERS