Laserfiche WebLink
Ln <br />N <br />c� <br />z <br />w <br />w <br />z <br />Qz <br />Q0111 <br />d o <br />I � <br />0 N <br />0 <br />N w <br />Q <br />�> <br />MANHOLE COVER SHALL BE <br />TYPE II WITH 27" ECCENTRIC <br />OPENING FOR HS 25 LOADING <br />(REF. MnDOT STD. PLATE 4020) <br />H 0 O <br />O W cV <br />0 Q O <br />z z <br />�aLJ <br />W N J <br />Li C <br />N <br />V) <br />w <br />a <br />IL <br />r <br />z <br />Co <br />CASTNG AS SHOWN <br />ON PLANS <br />GROUT PERIMETER <br />�OF CASTING AND <br />ADJUSTING RING <br />ADJUSTING RINGS(j) <br />ALL INTERIOR JOINTS SHALL <br />BE GROUTED TO A SMOOTH FINISH <br />MANHOLE TO BE CONSTRUCTED <br />OF PRECAST CONCRETE SECTIONS <br />VARIES WITH WALL REINFORCEMENT <br />SUMP <br />DEPTH <br />VARIES <br />VARIES <br />CONTRACTOR SHALL CONSTRUCT <br />CONCRETE COLLAR AROUND OUTSIDE <br />OF PIPE TO FILL ANNULAR SPACE <br />PRECAST CONCRETE MANHOLE <br />BASE PER MN/DOT STANDARD <br />PLATE 4011 <br />STANDARD SLAB -TOP MANHOLE WITH SUMP <br />(STORM SEWER) <br />NO SCALE <br />nnnnnccrn <br />LI`I%.rF1JL 1V I L <br />IN CONCRETE <br />NAH R-1975 <br />TING OR <br />'ROVED EQUAL <br />)UPLING <br />BY THREAD) <br />PVC CAP. <br />ING ON <br />BLOCKS <br />CAP <br />AT THE ENDS OF <br />THE SEWER MAIN <br />SANITARY SEWER CLEANOUT <br />NO SCALE <br />GROUT PERIMETER <br />OF CASTING & <br />ADJUSTING RINGS <br />SPRING <br />REFERENCE NOTES: <br />1� ADJUSTMENT HEIGHT SHALL BE BETWEEN 4" AND 8". <br />02 ALL PIPE SYSTEMS SHALL BE PROTECTED DURING CONSTRUCTION BY A COVER SUFFICIENT TO PREVENT DAMAGE FROM PASSAGE <br />OF EQUIPMENT. <br />�3 CONSTRUCTION SEQUENCE SHALL BE PER MN/DOT 2451.3D. <br />® WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND <br />REPLACE WITH SUITABLE MATERIAL PER MN/DOT 2145.3D. <br />05 SUITABLE MATERIAL SHALL BE PER MN/DOT 2105. COMPACTION SHALL MEET THE REQUIREMENTS OF MN/DOT 2105.3F1 <br />"SPECIFIED DENSITY". THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. <br />© SUITABLE MATERIAL SHALL MEET PROJECT SPECIFICATIONS FOR EXCAVATION AND EMBANKMENT. <br />2" CLEAR <br />CASTNG AS SHOWN <br />ON PLANS <br />— #4 REBAR <br />ADJUSTING RINGS 10 <br />- 5" <br />WALL REINFORCEMENT <br />CONTRACTOR SHALL CONSTRUCT <br />,,,,—CONTRACTOR <br />� CONCRETE COLLAR AROUND OUTSIDE <br />OF PIPE TO FILL ANNULAR SPACE <br />STANDARD CATCH BASIN <br />(REF. MN/DOT STANDARD PLATE 4006 DESIGN H) <br />NO SCALE <br />12" MIN. <br />4" J <br />O.D. PLUS 24"� <br />SS B BEDDING ( <br />TABLE <br />INDATION <br />POLYPROPYLENE PIPE TRENCH DETAIL (Z(3) <br />DATE REVISION <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />a duly Licensed Professional Engineer under the laws <br />of the State of Mi ta. <br />��;_ Er t <br />DESIGNED BY: <br />TAEC5 <br />Hakanson Andersonam <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson—anderson.com <br />TGK AUTOMOTIVE <br />DETAILS <br />CITY OF HUGO, MINNESOTA <br />SHEET <br />OF <br />C 12 <br />SHEETS <br />6 1 18 PLAN REVISIONS PER CITY REVIEW <br />DRAWN BY: <br />TAE <br />Date 5/7/18 UTLic. No. 43362 <br />CHECKED BY: <br />CJJ <br />4251.01 <br />