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GROUT BOTTOM TO SLOPE TOWARD <br />PIPE AS SHOWN BY ARROWS <br />CASTING ASSEMBLY <br />SPECIAL. COVER SHALL <br />HAVE TWO CONCEALED <br />PICK HOLES, <br />CONCRETE <br />ADJUSTING RINGS <br />MINIMUM 2 RINGS <br />MAXIMUM 5 RINGS \\ <br />27' ` <br />CHIMNEY SEAL <br />}I <br />11 <br />SECTION A <br />ECCENTRIC CONE <br />' STEPS AS PER <br />SPECIFICATIONS <br />1' BARREL SECTION BELOW CONE <br />ALES TO BE CONSTRUCTED OF <br />PRECAST SECTIONS WITH CX4 <br />JOINTS <br />NOTES <br />- <br />> <br />].PAID AS CONSTRUCT DRAINAGE <br />STRUCTURE DESIGN SPECIAL 5 <br />A A <br />FOR RECONSTRUCTED MANHOLES. <br />Y. PAID AS CONSTRUCT DRAINAGE <br />STRUCTURE OES]CN SPECIAL S <br />01- MIN. FL W <br />nj <br />— INTEGRAL ASE <br />STANDARD MANHOLE <br />CASTING ASSEMBLY SPECIAL. <br />COVER SHALL HAVE Two CONCEALED <br />PICK HOLES <br />SLAB SHALL BE <br />CRETEX TYPE IICHIMNEY SEAL <br />AROUND RINGS <br />CONCRETE <br />AOJU STING RINGS <br />MINIMUM 2 RINGS <br />SPECIFICATIONS <br />ILLS TO BE <br />INSTRUCTED OF <br />'TMCAST SECTOR <br />X4 S <br />NHOLN TO PRE AT <br />SHALL <br />BE SL"EDOVIDE <br />SMOOTH FLOW FROM <br />INLET TO OUTLET. E OW <br />X)TES INTEGRAL BASE <br />PAID AS CONSTRUCT DRAINAGE STRUCTURE DESIGN <br />SPECIAL 5 FOR RECONSTRUCTED MANHOLES. <br />NOTE: <br />THIS TYPE MANHOLE SHALL BE USED <br />WHEN SPECIFIED OR WF EN THE MANHOLE <br />REV, 2/2E1� BEPTH IS LESS THAN EIGHT FEET REV: 2/2017 <br />STANDARD STANDARD <br />PNorE SLAB TOP MANHOLE PLATE <br />4000R,,,or 4001 <br />3 1fi" <br />r 3 1/2 <br />STOP PENETRATION <br />1 1//44- y 1/4' <br />J + <br />Ti/4• <br />SOLID LID WITH 2 CONCEALED <br />PICKHOLES AND THE WORDS <br />'SANITARY SEWER'' STAMPED <br />ON THE COVER. <br />35 V2' <br />NOTES <br />].PAID AS CASTING ASSEMBLY SPECIAL (EACH). <br />CASTING ASSEMBLY SPECIAL <br />C <br />0 <br />if <br />C` <br />O <br />C <br />�i <br />1.I MARKER SIGNS <br />S ALSG <br />SHALLBE <br />FURNEO <br />AMID ALL 9E PAID DE IF THE <br />EPEGTSRIGHTI WBAY AND SHALL <br />2.0.093-THICKALLWINUM SIGN. WHRE LETTERS <br />ON GREEN HIGH INTENSITY PRISMATIC REFLECTORl— <br />BACKGRGUND <br />S �B'-S• LUNG—TEDIGREEN.,3LB <br />STRUCTURE MARKER SIGN <br />BeeMll <br />M) <br />JII�I��I�T <br />- 12 Denotes aWslae <br />PIPE FOUNDATION & BEDDING IN GOOD SOILS <br />i ,/x• VC I/3. <br />n - - <br />c <br />0 <br />C#3 DEFORMED STEEL ROD Betltlilq-I- _ <br />D <br />J r M9.IMnOM Spec. seal <br />NEJ PIPE FOUNDATION & BEDDING IN POOR SOILS <br />Pu NOTES <br />y P ON KID <br />BEDDING AND EXCAVATION ARE INCIDENTAL. <br />K <br />i NOTES ID BE USED FOR GRAVITY AND FORCE WIN PVC SEWERS. <br />- <br />L <br />DRAWN Be: MAN-0 <br />I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED <br />SIGNATURE: <br />TH 169 ELK RIVER REDEFINE <br />SANITARY SEWER <br />STATE PROJECT NO. 7106-67 ITH 169) <br />Z <br />DESIGNED BY: MAN-0 <br />CHECKED BY: JLS <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT <br />I AM A ouLv ucENsm PROFEssIONAL ENGINEER POINTED NAME: MICHAEL NELSON-OSTROWSRI,PE <br />UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: LIC.NO. <br />WS <br />SANITARY SEWER IMPROVEMENTS <br />CITY OF ELK RIVER, MINNESOTA <br />RlveE <br />CITY RETAILS <br />//� <br />Sheet N0. 5V0 Of 1385 Sheets <br />i <br />• <br />