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U <br />> <br />0- <br />00 <br />r <br />4" PVC SERVICE PIPE <br />(TYPICAL) <br />a <br />0 <br />w <br />PLAN <br />NOT TO SCALE <br />R <br />L, 1 <br />I" COPPER WATER SERVICE <br />(TYPICAL) <br />STANDARD DETA <br />SANITARY SEWER & WATE <br />CURB STOP <br />1 FOOT FROM PROPERTY LINE <br />GROUTING BETWEEN <br />PIPE AND MANHOLE 8" <br />BARREL SHALL BE WITH <br />W-0" NON- SHRINKING <br />CEMENT. ` <br />48"-72' 48•_72" <br />VOIDS FILLED WITH <br />USE R-2 TYPE CONCRETE BRICK <br />; ONFINED O-RING OR BLOCK ONLY. <br />GASKET JOINTS GROUT GROUT <br />FOR ALL w ' <br />MANHOLE JOINTS I s;, , ' a f •s <br />DIRECTION ,'- r.' :` %,., •`'�. <br />OF FLOW t <br />112 DIA. OF PIPE " !•"t; '.• '>74".y•5�,v'!' �',t •'•I, ►k'q <br />a <br />DIRECTIOI <br />PRECAST 1 <br />OF FLOW <br />BOTTOM "RE T BASE <br />SECTION WITH <br />POURED INVERT NO SCALE <br />MAT 12' O.C. EACH <br />WAY <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA <br />REGULATIONS AND SPACED 18" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. <br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. <br />3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. <br />4. BLOCK STRUCTURES WILL NOT BE ALLOWED. <br />CITY OF <br />STANDARD MANHOLE FOR <br />STORM DRAIN <br />EST. 1906 <br />Special Details <br />04-01-15 <br />HU -SD -1 <br />04-11-19 <br />"DURA <br />OR EC <br />RUBBE <br />GASKE <br />TYPE "A" <br />TYPE "B" <br />1 <br />: I <br />0 <br />A_ <br />2 MIN. LSHIM SLEEVE A9 <br />NECESSARY TO INSURE <br />A SMOOTH UNIFORM FIT <br />"LOCK JOINT" OR <br />EQUAL FLEXIBLE <br />USE TYPE "A" OR "B" AT NEW MANHOLES MANHOLE SLEEVE <br />SINGLE STAINLESS <br />STEEL STRAP <br />TYPE "C" <br />STAINLESS STEEL BANK, <br />Id TIGHTEN IN FIELD BEFORE <br />PLACING IN CONCRETE <br />I <br />RUBBER MASTERSTOP <br />2" MIN. MORTAR OPENING TO <br />CONFORM TO M.H. WALL <br />USE TYPE "C" AT EXISTING MANHOLES <br />CTRA BAR IN BOTTOM <br /># 4 BARS AT 6" O.C. <br />BOTH WAYS <br />3 HANDLING HOLES AT <br />1200 SPACING TO BE <br />PLUGGED AFTER PLACING <br />_XTRA BAR IN BOTTOM <br />ISI\\•�l�•\I�7�r�l�K�ir�7 7��7��r�T�ly�7\�� <br />IN BOTTOM <br />RA BARS IN BOTTOM <br />IN TOP <br /># 4 BARS AT 6" O.C. <br />BOTH WAYS <br />XTRA BAR IN BOTTOM <br />TRA BARS IN BOTTOM <br />IN TOP <br />- <br />NG 9" FROM THE <br />INSIDE WALL OF THE STRUCTURE. <br />58" 58" <br />6 " <br />6" <br />e <br />6.1 <br />- 2711 - e <br />U Li <br />I" MIN. <br />3611 <br />r� <br />I" MIN. <br />5" 48" e D <br />15" 48" _ <br />NOTE: SLAB SHALL BE DESIGNED FOR AASHTO, H. S. 20 LIVE LOADS. <br />NOTE: SLAB SHALL BE DESIGNED FOR AASHTO, H. S. 20 LIVE LOADS. <br />TYPICAL PIPE TO MANHOLE CONNECTIONS I I STANDARD CIRCULAR MANHOLE SLAB TOP I I STANDARD RECTANGULAR MANHOLE SLAB TOP <br />ALL CATCH BASIN CASTINGS TO BE NEENAH R ­K50 <br />NOTES: <br />1. EXTERNAL SEAL SHALL BE <br />ATTACHED TO THE FRAME <br />AND CONCRETE TOP SLAB AS <br />APPROVED BY THE <br />ENGINEER <br />CENTER STRUCTURE <br />TO BACK OF CURB <br />CURB INLET FRAME AND CURB <br />BOX NEENAH NO. R-3250 LP <br />INSTALL INFI-SHIELD — <br />GATOR WRAP EXTERNAL <br />MANHOLE CHIMNEY SEAL <br />OR APPROVED EQUAL. <br />EXTERNAL SEAL SHALL BE <br />INSTALLED ACCORDING <br />TO MANUFACTURE'S <br />RECOMMENDATIONS. <br />5' <br />PRECAST BOTTOM SECTION WITH <br />POURED INVERT <br />#5 AT 12' O.C. EACH WAY <br />PLAN <br />12" FLOW LINE SHALL BE MIN. <br />STANDARD NEENAH 7"R-1842 FRAME <br />0.7' BELOW TOP OF CURB <br />WITH TYPE B SELF SEALING <br />27 DIA- <br />LID WITH 2 CONCEALED <br />> 60" <br />PICK HOLES. LID SHALL BE <br />INSTALL EXTERNAL <br />LABELED "STORM SEWER" <br />MANHOLE CHIMNEY <br />FEASIBLE TO MINIMIZE NUMBER <br />SEAL MANUFACTURED <br />POLYETHYLENE (PE) <br />BY INFIHEILD <br />ADJUSTING RINGS (MIN 4' - 16' <br />GATOR WRAP OR <br />MAX 12'). USE THICKER <br />APPROVED EQUAL <br />ADJUSTING RINGS WHEN "' <br />00 Q :2 Q <br />FEASIBLE TO MINIMIZE <br />NUMBER OF RINGS. <br />'.' 4'-0' <br />'? SHIMMING ADJUSTING RINGS <br />I <br />WILL NOT BE ALLOWED. <br />00 <br />000 <br />STANDARD OFFSET r� <br />ECCENTRIC <br />CONE SECTION <br />REDUCERS TO BE <br />(STEPS NOT SHOWN <br />USED FOR 60" <br />INTENTIONALLY) <br />& 72" BARRELS <br />� <br />1'�" <br />. ')0 <br />Z <br />O <br />Co <br />�00C <br />y; w <br />rY Y <br />GROUTING BETWEEN <br />PIPE AND MANHOLE 8" <br />BARREL SHALL BE WITH <br />W-0" NON- SHRINKING <br />CEMENT. ` <br />48"-72' 48•_72" <br />VOIDS FILLED WITH <br />USE R-2 TYPE CONCRETE BRICK <br />; ONFINED O-RING OR BLOCK ONLY. <br />GASKET JOINTS GROUT GROUT <br />FOR ALL w ' <br />MANHOLE JOINTS I s;, , ' a f •s <br />DIRECTION ,'- r.' :` %,., •`'�. <br />OF FLOW t <br />112 DIA. OF PIPE " !•"t; '.• '>74".y•5�,v'!' �',t •'•I, ►k'q <br />a <br />DIRECTIOI <br />PRECAST 1 <br />OF FLOW <br />BOTTOM "RE T BASE <br />SECTION WITH <br />POURED INVERT NO SCALE <br />MAT 12' O.C. EACH <br />WAY <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -8 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA <br />REGULATIONS AND SPACED 18" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. <br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. <br />3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. <br />4. BLOCK STRUCTURES WILL NOT BE ALLOWED. <br />CITY OF <br />STANDARD MANHOLE FOR <br />STORM DRAIN <br />EST. 1906 <br />Special Details <br />04-01-15 <br />HU -SD -1 <br />04-11-19 <br />"DURA <br />OR EC <br />RUBBE <br />GASKE <br />TYPE "A" <br />TYPE "B" <br />1 <br />: I <br />0 <br />A_ <br />2 MIN. LSHIM SLEEVE A9 <br />NECESSARY TO INSURE <br />A SMOOTH UNIFORM FIT <br />"LOCK JOINT" OR <br />EQUAL FLEXIBLE <br />USE TYPE "A" OR "B" AT NEW MANHOLES MANHOLE SLEEVE <br />SINGLE STAINLESS <br />STEEL STRAP <br />TYPE "C" <br />STAINLESS STEEL BANK, <br />Id TIGHTEN IN FIELD BEFORE <br />PLACING IN CONCRETE <br />I <br />RUBBER MASTERSTOP <br />2" MIN. MORTAR OPENING TO <br />CONFORM TO M.H. WALL <br />USE TYPE "C" AT EXISTING MANHOLES <br />CTRA BAR IN BOTTOM <br /># 4 BARS AT 6" O.C. <br />BOTH WAYS <br />3 HANDLING HOLES AT <br />1200 SPACING TO BE <br />PLUGGED AFTER PLACING <br />_XTRA BAR IN BOTTOM <br />ISI\\•�l�•\I�7�r�l�K�ir�7 7��7��r�T�ly�7\�� <br />IN BOTTOM <br />RA BARS IN BOTTOM <br />IN TOP <br /># 4 BARS AT 6" O.C. <br />BOTH WAYS <br />XTRA BAR IN BOTTOM <br />TRA BARS IN BOTTOM <br />IN TOP <br />- <br />NG 9" FROM THE <br />INSIDE WALL OF THE STRUCTURE. <br />58" 58" <br />6 " <br />6" <br />e <br />6.1 <br />- 2711 - e <br />U Li <br />I" MIN. <br />3611 <br />r� <br />I" MIN. <br />5" 48" e D <br />15" 48" _ <br />NOTE: SLAB SHALL BE DESIGNED FOR AASHTO, H. S. 20 LIVE LOADS. <br />NOTE: SLAB SHALL BE DESIGNED FOR AASHTO, H. S. 20 LIVE LOADS. <br />TYPICAL PIPE TO MANHOLE CONNECTIONS I I STANDARD CIRCULAR MANHOLE SLAB TOP I I STANDARD RECTANGULAR MANHOLE SLAB TOP <br />ALL CATCH BASIN CASTINGS TO BE NEENAH R ­K50 <br />NOTES: <br />1. EXTERNAL SEAL SHALL BE <br />ATTACHED TO THE FRAME <br />AND CONCRETE TOP SLAB AS <br />APPROVED BY THE <br />ENGINEER <br />CENTER STRUCTURE <br />TO BACK OF CURB <br />CURB INLET FRAME AND CURB <br />BOX NEENAH NO. R-3250 LP <br />INSTALL INFI-SHIELD — <br />GATOR WRAP EXTERNAL <br />MANHOLE CHIMNEY SEAL <br />OR APPROVED EQUAL. <br />EXTERNAL SEAL SHALL BE <br />INSTALLED ACCORDING <br />TO MANUFACTURE'S <br />RECOMMENDATIONS. <br />5' <br />PRECAST BOTTOM SECTION WITH <br />POURED INVERT <br />#5 AT 12' O.C. EACH WAY <br />PLAN <br />12" FLOW LINE SHALL BE MIN. <br />D <br />0.7' BELOW TOP OF CURB <br />3" <br />6" <br />POLYEHTYLENE (PE) ADJUSTING <br />> 60" <br />RINGS (MIN 4" - MAX 12"). USE <br />IS GREATER <br />THICKER ADJUSTING RINGS WHEN <br />0 <br />FEASIBLE TO MINIMIZE NUMBER <br />24' <br />OF RINGS. <br />w <br />SHIMMING OF ADJUSTING RINGS <br />WILL NOT BE ALLOWED. <br />a <br />0 <br />00 Q :2 Q <br />VOIDS FILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <br />:�7f4 <br />6' PRECAST BASE <br />SECTION A -A <br />NOTES: <br />1. REINFORCING TO CONSIST OF #4 BARS ® T O.C. BOTH WAYS <br />2. GROUT BOTTOM TO DRAIN TO CENTER <br />3. CORE DRILL INTO EXISTING MANHOLE <br />4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE 15 PAVED <br />5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH <br />CLEANOUT). SEE DETAIL HU -SD -8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU -SS - <br />FOR CLEAN OUT CONSTRUCTION. <br />CITY OF <br />FWGC <br />EST. 1906 <br />STANDARD CATCH BASIN <br />WITHOUT SUMP (MOD) <br />NO SCALE <br />Special Details <br />04-01-15 <br />HU -SD -3C <br />04-12-19 <br />COMPACTED BACKFILLI&-/ / / / <br />MATERIAL/ <br />�G <br />513c THE BOTTOM OF THE TRENCH SHALL <br />BE SHAPED TO FIT THE PIPE BARREL <br />FOR AT LEAST 50% OF THE <br />OUTSIDE PIPE DIAMETER. <br />COMPACTED BACKFILL <br />MATERIAL <br />PIPE SIZE <br />D <br />< 3011 <br />3" <br />30" 60" <br />411 <br />> 60" <br />6" <br />REFERENCE: <br />CLASS C <br />D ZCOMPACTED GRANULAR MATERIAL <br />THE MAXIMUM SIZE PARTICLE <br />CLASS B ALLOWED IS 3/4" <br />CONCRETE PIPE DESIGN MANUAL <br />PREPARED BY AMERICAN CONCRETE PIPE INSTITUTE <br />N OTE: <br />FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS, THE <br />TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6" <br />AND BACKFILLED WITH GRANULAR MATERIAL. <br />CONCRETE PIPE BEDDING <br />J 1 I CJI <br />0 <br />8" OR 1/4 Bc <br />0 <br />WHICHEVER <br />Bc <br />IS GREATER <br />0 <br />0 <br />� <br />12" <br />0 <br />0 <br />O <br />0 <br />00 Q :2 Q <br />U <br />O <br />0 0 0 0 <br />� � <br />I <br />SPRINGLINE <br />00 <br />000 <br />00 <br />000 <br />LLJ <br />0 <br />0 <br />000 <br />'X <br />V / <br />00 <br />00000000 <br />O <br />� <br />v) <br />. ')0 <br />Z <br />O <br />O <br />�00C <br />C� <br />D ZCOMPACTED GRANULAR MATERIAL <br />THE MAXIMUM SIZE PARTICLE <br />CLASS B ALLOWED IS 3/4" <br />CONCRETE PIPE DESIGN MANUAL <br />PREPARED BY AMERICAN CONCRETE PIPE INSTITUTE <br />N OTE: <br />FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS, THE <br />TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6" <br />AND BACKFILLED WITH GRANULAR MATERIAL. <br />CONCRETE PIPE BEDDING <br />J 1 I CJI <br />0 <br />0 <br />0 <br />0 <br />0 <br />� <br />0 <br />0 <br />0 <br />O <br />0 <br />NOTES: <br />1. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFLECTORIZED <br />BACKGROUND. <br />2. 2" x2" TELSPAR POST, MINIMUM 3 FEET BURY DEPTH AND MINIMUM 3 FEET ABOVE EXISTING GROUND. <br />3. STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND CONSTRUCTED FOR ALL STRUCTURES LOCATED OUTSIDE <br />OF THE STREET RIGHT-OF-WAY. <br />4. SIGNS ARE NOT REQUIRED IF STRUCTURE IS LOCATED IN MAINTAINED LAWN. <br />CITY OF <br />EST. 1906 <br />STRUCTURE MARKER <br />SIGNS <br />Special Details <br />Ddo: <br />04-01-15 <br />HU -SIG -1 <br />04-30-18 <br />iwQ U O00N <br />o � <br />> <br />O <br />r7 <br />� <br />0 <br />O <br />00 Q :2 Q <br />U <br />O <br />0 0 0 0 <br />� � <br />I <br />o <br />(n <br />J <br />LLJ <br />N <br />'X <br />V / <br />�� <br />O <br />� <br />v) <br />r-) <br />Z <br />O <br />O <br />Q <br />C� <br />ww <br />­­ <br />(n <br />F7- <br />>-Z <br />N <br />N <br />O> <br />Ln <br />a- <br />QQJzw <br />of <br />1 <br />W <br />J <br />_jm <br />m m o <br />!Y <br />U <br />(n <br />LJ <br />o <br />z <br />— <br />vi <br />LLJ <br />C7 <br />W—~� <br />�_ <br />Q W oo� _ <br />W <br />_ <br />(/) <br />�� <br />Lj_ <br />I � � <br />y E 0+ <br />�w <br />m <br />� V) <br />U) <br />0> <br />LJ <br />Q T <br />V) 0 <br />X <br />X <br />O <br />z <br />D' <br />o <br />— U <br />QQ) <br />Ln <br />oo� <br />o <br />X <br />cn L_ 0 V) V) <br />x v <br />X J <br />0- <br />X <br />X <br />� U <br />0 T <br />M <br />N <br />U� V <br />N <br />4-1 0-x <br />Q) � <br />x <br />X <br />iwQ U O00N <br />o � <br />> <br />O <br />� <br />0 <br />00 Q :2 Q <br />U <br />O <br />0 0 0 0 <br />� � <br />I <br />o <br />N <br />J <br />N <br />'X <br />V / <br />0 <br />O <br />Q <br />— <br />W <br />LLJ <br />Q <br />0 <br />Z) <br />�T <br />00 <br />I <br />N <br />N <br />In <br />Ln <br />N <br />of <br />1 <br />W <br />m m o <br />00 <br />z z LLJ <br />O <br />Z <br />w U 3:U <br />C7 <br />X <br />LLJ~ <br />Q W oo� _ <br />W <br />J <br />U <br />1— <br />Lj_ <br />I � � <br />y E 0+ <br />X <br />� V) <br />Q T <br />V) 0 <br />X <br />X <br />�) 1=U= <br />LLJ x <br />03 °0_ <br />o <br />— U <br />QQ) <br />X <br />Z <br />>-0 U <br />X <br />cn L_ 0 V) V) <br />x v <br />X J <br />V) U <br />X <br />X <br />� U <br />0 T <br />O <br />O <br />U� V <br />N <br />4-1 0-x <br />Q) � <br />x <br />X <br />� <br />0 <br />X X <br />U <br />T U�U 0 <br />_-0 <br />X <br />�._ D4-, <br />c <br />(n <br />— U 0 + LLJ O <br />0 <br />M <br />M <br />h <br />h <br />O <br />N <br />iz <br />0 <br />Q N <br />0 J U- <br />�b4 <br />O <br />q <br />0 <br />h <br />Z <br />O <br />0 <br />Q <br />J <br />'X <br />V / <br />0 <br />O <br />Q <br />W <br />LLJ <br />0 <br />Ld <br />_ <br />Z) <br />�T <br />❑ <br />In <br />of <br />W <br />Q <br />SHEET N0. / <br />8 OF <br />/ 9 <br />