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PROPERTY LINE/ <br />RIGHT OF WAY <br />DRAINAGE & <br />UTILITY EASEMENT I MINIMUM OF 10 COVER <br />OVER TOP OF PIPE AT <br />1' I PROPERTY LINE <br />4" <br />MIN <br />} I <br />5 4" OR 6" PVC SCH. 40 <br />RISER <br />CONCRETE ENCASEMENT <br />(TYPICAL) <br />**45° BEND <br />6„ <br />ELEV TO BE SET SEE JOINT DETAIL BELOW MIN <br />BY THE ENGINEER <br />PROPERTY LINE/ <br />PIPE SHALL BE COMPLETELY ENTRENCHED RIGHT OF WAY <br />AND SHALL HAVE CLASS "B" BEDDING <br />WHERE DIRECTED BY THE ENGINEER <br />�t CITY OF Special Details <br />TYPICAL SERVICE CONNECTION Data: 04-01-15 <br />FWGO FOR SANITARY SEWER HU -SS -4 <br />Revised: <br />\ EST. 1906 01-20-17 / <br />I <br />1' <br />TYPICAL SERVICE WHERE COVER <br />AND TYPE B SELF SEALING <br />OVER TOP OF SEWER IS 14' OR LESS MINIMUM OF 10' COVER <br />OVER <br />TOP OF PIPE AT <br />PICK HOLES. LID SHALL BE <br />PROPERTY LINE I 5' <br />\ <br />RISER <br />4" OR 6" PVC SCH. 40 <br />OR APPROVED <br />POLYETHYLENE (PE) <br />** 45° BEND <br />ADJUSTING RINGS <br />ELEV TO BE SET <br />4" <br />BY THE ENGINEER <br />MIN <br />4.3 <br />CONCRETE ENCASEMENT <br />PIPE SHALL BE COMPLETELY ENTRENCHED <br />(TYPICAL)AND <br />SHALL HAVE CLASS "B" BEDDING <br />INTENTIONALLY) <br />WHERE DIRECTED BY THE ENGINEER <br />6" - <br />Z <br />MIN <br />TYPICAL SERVICE WHERE COVER <br />1.5 <br />OVER TOP OF SEWER IS 14' OR MORE <br />4" OR 6" <br />NOTES: <br />USE R-2 TYPE <br />1. ALL SERVICE CONNECTIONS INCLUDING <br />o�� <br />NECESSARY BENDS AND SPECIAL FITTINGS SHALL <br />FERNCO ADAPTOR OR CONCRETE <br />BE PAID FOR AT THE CONTRACT UNIT PRICE BID <br />APPROVED EQUAL FOR ENCASEMENT <br />PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL <br />DISSIMILAR PIPES (TYPICAL) <br />COMPENSATION SHALL BE ALLOWED FOR <br />_ <br />� <br />CONCRETE ENCASEMENT OR PIPE BEDDING. <br />3.4 <br />2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT <br />VC WYE <br />THE PROPERTY LINE OR AS SPECIFIED. <br />Q <br />3. SERVICE STUB SHALL BE PLUGGED AND MARKED <br />VAR. <br />WITH A 4"x4" TIMBER PROTRUDING TOUT OF THE <br />CONCRETE ENCASEMENT THRUST BLOCKING FOR <br />GROUND AND PAINTED GREEN OR STEEL FENCE <br />(TYPICAL) CLEANING EQUIPMENT <br />POST. <br />21.3 <br />4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL <br />21.3 <br />AND 6" PVC SERVICES FOR COMMERCIAL LOTS. <br />6" PRECAST OR <br />5. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM <br />18 <br />RIGHT OF WAY, SANITARY SEWER SERVICES <br />NO SCALE <br />SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY. <br />�t CITY OF Special Details <br />TYPICAL SERVICE CONNECTION Data: 04-01-15 <br />FWGO FOR SANITARY SEWER HU -SS -4 <br />Revised: <br />\ EST. 1906 01-20-17 / <br />I <br />o' <br />90° BEND, <br />PLUGGED CROSS <br />AND TYPE B SELF SEALING <br />GROUTING BETWEEN <br />LID WITH 2 CONCEALED <br />EXTERNAL <br />PICK HOLES. LID SHALL BE <br />CHIMNEY SEAL <br />\ <br />a J � <br />1.4 <br />OR APPROVED <br />POLYETHYLENE (PE) <br />EQUIVALENT <br />ADJUSTING RINGS <br />- <br />MIN 4" - MAX 12". <br />4'-0" <br />w�F <br />4.3 <br />CONE SECTION <br />1.6 <br />(STEPS NOT SHOWN <br />CEMENT. <br />INTENTIONALLY) <br />3.8 <br />48"-72" <br />Z <br />5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />VOIDS FILLED <br />USE R-2 TYPE <br />11.8 <br />o�� <br />lEI6CB <br />WITH CONCRETE <br />CONFINED O-RING <br />BRICK OR BLOCK <br />8.5 <br />GASKET JOINTS <br />GROUT <br />_ <br />� <br />u>i� � C7 <br />� u <br />3.4 <br />w <br />MANHOLE JOINTS <br />I <br />Q <br />23.0 <br />VAR. <br />� <br />U� aQ <br />T <br />OF FLOW i <br />15.0 <br />21.3 <br />1/2 DIA. OF PIPE <br />21.3 <br />11.6 <br />6" PRECAST OR <br />W <br />18 <br />8" POURED BASE <br />NO SCALE <br />38.0 <br />27.0 <br />14.6 <br />7.6 <br />3.8 <br />❑a <br />23.5 <br />33.3 <br />47.0 <br />33.3 <br />18.1 <br />9.4 <br />4.7 <br />d <br />�� <br />48.0 <br />68.0 <br />48.0 <br />26.2 <br />13.6 <br />6.8 <br />J <br />� <br />N <br />u7 <br />IZT <br />ti <br />J <br />LU <br />O <br />J <br />Q <br />d W <br />wz� <br />CL <br />I HEREBY CERTIFY <br />THAT THIS PLAN, <br />SPECIFICATION, OR REPORT <br />WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT <br />� c� <br />A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE <br />LAWS OF THE STATE OF <br />c�J <br />� u x <br />Matthew R. Pavek <br />DATE 2/15/19 <br />U_ <br />vo aQ <br />O <br />w � <br />m <br />❑ o_ <br />w <br />x <br />� � <br />O <br />ED <br />x� <br />d J � <br />O <br />oZF <br />�J_ <br />I■I <br />" <br />� <br />� <br />O <br />2 <br />Q <br />v❑ <br />• <br />a <br />w� <br />❑a <br />� <br />in � <br />d <br />zzw <br />Q❑0- <br />0 <br />�a <br />11 <br />Ei <br />• <br />• <br />.. <br />Cc <br />C <br />10,11 <br />>_ <br />IC <br />C', <br />t, <br />cz� <br />Tm <br />� <br />/ Special Details <br />CITY OF <br />R I P R A P Date <br />03-01-10 <br />DETAIL Revlaed WY -SD -6 <br />\ EST. 1906 01-20-17 / <br />27 " DIA. <br />o' <br />90° BEND, <br />PLUGGED CROSS <br />AND TYPE B SELF SEALING <br />GROUTING BETWEEN <br />LID WITH 2 CONCEALED <br />EXTERNAL <br />PICK HOLES. LID SHALL BE <br />CHIMNEY SEAL <br />LABELED "STORM SEWER" <br />a J � <br />1.4 <br />OR APPROVED <br />POLYETHYLENE (PE) <br />EQUIVALENT <br />ADJUSTING RINGS <br />- <br />MIN 4" - MAX 12". <br />4'-0" <br />w�F <br />4.3 <br />CONE SECTION <br />1.6 <br />(STEPS NOT SHOWN <br />CEMENT. <br />INTENTIONALLY) <br />3.8 <br />48"-72" <br />Z <br />5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />VOIDS FILLED <br />USE R-2 TYPE <br />11.8 <br />o�� <br />lEI6CB <br />WITH CONCRETE <br />CONFINED O-RING <br />BRICK OR BLOCK <br />8.5 <br />GASKET JOINTS <br />GROUT <br />_ <br />� <br />u>i� � C7 <br />� u <br />3.4 <br />w <br />MANHOLE JOINTS <br />I <br />Q <br />23.0 <br />VAR. <br />� <br />U� aQ <br />T <br />OF FLOW i <br />15.0 <br />21.3 <br />1/2 DIA. OF PIPE <br />21.3 <br />11.6 <br />6" PRECAST OR <br />W <br />18 <br />8" POURED BASE <br />NO SCALE <br />38.0 <br />27.0 <br />14.6 <br />7.6 <br />3.8 <br />❑a <br />23.5 <br />33.3 <br />47.0 <br />33.3 <br />18.1 <br />9.4 <br />4.7 <br />d <br />�� <br />48.0 <br />68.0 <br />48.0 <br />26.2 <br />13.6 <br />6.8 <br />J <br />� <br />N <br />u7 <br />IZT <br />ti <br />J <br />LU <br />O <br />J <br />Q <br />d W <br />wz� <br />CL <br />I HEREBY CERTIFY <br />THAT THIS PLAN, <br />SPECIFICATION, OR REPORT <br />WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT <br />� c� <br />A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE <br />LAWS OF THE STATE OF <br />c�J <br />� u x <br />Matthew R. Pavek <br />DATE 2/15/19 <br />U_ <br />vo aQ <br />O <br />w � <br />m <br />❑ o_ <br />w <br />x <br />� � <br />O <br />ED <br />x� <br />d J � <br />O <br />oZF <br />�J_ <br />" <br />� <br />O <br />2 <br />Q <br />v❑ <br />a <br />w� <br />❑a <br />� <br />in � <br />d <br />zzw <br />Q❑0- <br />0 <br />�a <br />/ Special Details <br />CITY OF <br />R I P R A P Date <br />03-01-10 <br />DETAIL Revlaed WY -SD -6 <br />\ EST. 1906 01-20-17 / <br />27 " DIA. <br />o' <br />90° BEND, <br />PLUGGED CROSS <br />AND TYPE B SELF SEALING <br />GROUTING BETWEEN <br />LID WITH 2 CONCEALED <br />EXTERNAL <br />PICK HOLES. LID SHALL BE <br />CHIMNEY SEAL <br />LABELED "STORM SEWER" <br />a J � <br />1.4 <br />OR APPROVED <br />POLYETHYLENE (PE) <br />EQUIVALENT <br />ADJUSTING RINGS <br />- <br />MIN 4" - MAX 12". <br />4'-0" <br />w�F <br />4.3 <br />CONE SECTION <br />1.6 <br />(STEPS NOT SHOWN <br />CEMENT. <br />INTENTIONALLY) <br />3.8 <br />48"-72" <br />Z <br />5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />VOIDS FILLED <br />USE R-2 TYPE <br />11.8 <br />o�� <br />4.6 <br />WITH CONCRETE <br />CONFINED O-RING <br />BRICK OR BLOCK <br />8.5 <br />GASKET JOINTS <br />GROUT <br />_ <br />� <br />u>i� � C7 <br />� u <br />3.4 <br />w <br />MANHOLE JOINTS <br />I <br />Q <br />23.0 <br />VAR. <br />� <br />U� aQ <br />T <br />OF FLOW i <br />15.0 <br />21.3 <br />1/2 DIA. OF PIPE <br />21.3 <br />11.6 <br />6" PRECAST OR <br />W <br />18 <br />8" POURED BASE <br />NO SCALE <br />38.0 <br />27.0 <br />14.6 <br />7.6 <br />3.8 <br />❑a <br />23.5 <br />33.3 <br />47.0 <br />33.3 <br />18.1 <br />9.4 <br />4.7 <br />d <br />�� <br />48.0 <br />68.0 <br />48.0 <br />26.2 <br />13.6 <br />6.8 <br />J <br />� <br />N <br />u7 <br />IZT <br />ti <br />J <br />LU <br />O <br />J <br />Q <br />d W <br />wz� <br />CL <br />I HEREBY CERTIFY <br />THAT THIS PLAN, <br />SPECIFICATION, OR REPORT <br />WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT <br />� c� <br />A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE <br />LAWS OF THE STATE OF <br />c�J <br />� u x <br />Matthew R. Pavek <br />DATE 2/15/19 <br />U_ <br />vo aQ <br />O <br />w � <br />m <br />❑ o_ <br />w <br />x <br />� � <br />O <br />ED <br />x� <br />d J � <br />O <br />oZF <br />�J_ <br />" <br />� <br />O <br />2 <br />Q <br />v❑ <br />a <br />w� <br />❑a <br />� <br />in � <br />d <br />zzw <br />Q❑0- <br />0 <br />�a <br />/ Special Details <br />CITY OF <br />R I P R A P Date <br />03-01-10 <br />DETAIL Revlaed WY -SD -6 <br />\ EST. 1906 01-20-17 / <br />27 " DIA. <br />NEENAH R-1642 FRAME <br />90° BEND, <br />PLUGGED CROSS <br />AND TYPE B SELF SEALING <br />GROUTING BETWEEN <br />LID WITH 2 CONCEALED <br />EXTERNAL <br />PICK HOLES. LID SHALL BE <br />CHIMNEY SEAL <br />LABELED "STORM SEWER" <br />INFI-SHEILD <br />1.4 <br />OR APPROVED <br />POLYETHYLENE (PE) <br />EQUIVALENT <br />ADJUSTING RINGS <br />- <br />MIN 4" - MAX 12". <br />4'-0" <br />STANDARD OFFSET <br />4.3 <br />CONE SECTION <br />1.6 <br />(STEPS NOT SHOWN <br />CEMENT. <br />INTENTIONALLY) <br />ECCENTRIC <br />REDUCERS TO BE } <br />USED FOR 60" V-4" <br />& 72" BARRELS + <br />- 48"-72" <br />GROUT <br />16" <br />LU <br />LU <br />Of <br />8" <br />> <br />8" <br />DIRECTION <br />OF FLOW <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED <br />EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE <br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN <br />STREAM <br />3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" <br />4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT <br />/ �, CITY OF Special Details <br />STANDARD MANHOLE FOR Date <br />FWGO 04-01-15 <br />STORM DRAIN HU -STM -1 <br />Revised: <br />\ F,S'P. 1906 01-20-17 / <br />16" GA. GALVANIZED <br />STEEL STRAP <br />(1) 1" EYE BOLT WITH <br />(2) WASHERS EACH <br />PLAN <br />i'11'7 <br />ELEVATION <br />NOTES: <br />1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED <br />AFTER FABRICATION. <br />2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF <br />FLARED END SECTION. <br />3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS <br />DIRECTED BY THE ENGINEER. <br />CITY OF <br />ESi <br />TRASH GUARD FOR <br />STORM SEWER APRONS <br />TRANSVERSE & <br />LONGITUDINAL BARS - <br />5/8" FOR 24" APRON & <br />SMALLER, 3/4" FOR 27" <br />APRON & LARGER WELD <br />EACH INTERSECTION <br />6" MIN. 12" MAX. <br />(LESS THAN 6", USE <br />1 BAR CENTERED <br />ON OPENING <br />Special Details <br />Date: <br />04-01-15 <br />Revised: H U -STM - 7 <br />01-20-17 <br />A <br />CENTER STRUCTURE <br />TO BACK OF CURB <br />CURB INLET FRAME AND CURB <br />BOX NEENAH NO. R -3067V <br />WITH VANE GRATE. <br />INSTALL GATOR WRAP <br />EXTERNAL MANHOLE CHIMNEY <br />SEAL OR APPROVED EQUAL. <br />EXTERNAL SEAL SHALL BE <br />INSTALLED ACCORDING TO <br />MANUFACTURE'S <br />RECOMMENDATIONS. SHIMMING <br />OF ADJUST RINGS WILL NOT BE <br />ALLOWED. 5"' <br />VOIDS FILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <br />TEE, WYE, PLUG <br />OR CAP <br />90° BEND, <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />GROUTING BETWEEN <br />22-1/2° <br />BEND <br />11-1/4° <br />BEND <br />Al <br />A2 <br />PIPE AND MANHOLE <br />1.0 <br />1.4 <br />1.9 <br />1.4 <br />BARREL SHALL BE <br />LU <br />- <br />4'-0" <br />2.1 <br />WITH NON- SHRINKING <br />4.3 <br />3.0 <br />1.6 <br />1.0 <br />CEMENT. <br />8 <br />3.8 <br />48"-72" <br />7.6 <br />5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />VOIDS FILLED <br />USE R-2 TYPE <br />11.8 <br />8.4 <br />4.6 <br />WITH CONCRETE <br />CONFINED O-RING <br />BRICK OR BLOCK <br />8.5 <br />GASKET JOINTS <br />GROUT <br />ONLY. <br />FOR ALL <br />3.4 <br />w <br />MANHOLE JOINTS <br />I <br />Q <br />23.0 <br />VAR. <br />> DIRECTION ,. <br />4.6 <br />T <br />OF FLOW i <br />15.0 <br />21.3 <br />1/2 DIA. OF PIPE <br />21.3 <br />11.6 <br />6" PRECAST OR <br />3.0 <br />18 <br />8" POURED BASE <br />NO SCALE <br />38.0 <br />27.0 <br />- 48"-72" <br />GROUT <br />16" <br />LU <br />LU <br />Of <br />8" <br />> <br />8" <br />DIRECTION <br />OF FLOW <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED <br />EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE <br />2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN <br />STREAM <br />3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" <br />4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT <br />/ �, CITY OF Special Details <br />STANDARD MANHOLE FOR Date <br />FWGO 04-01-15 <br />STORM DRAIN HU -STM -1 <br />Revised: <br />\ F,S'P. 1906 01-20-17 / <br />16" GA. GALVANIZED <br />STEEL STRAP <br />(1) 1" EYE BOLT WITH <br />(2) WASHERS EACH <br />PLAN <br />i'11'7 <br />ELEVATION <br />NOTES: <br />1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED <br />AFTER FABRICATION. <br />2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF <br />FLARED END SECTION. <br />3. TRASH GUARDS TO BE INSTALLED ON APRONS ONLY AS <br />DIRECTED BY THE ENGINEER. <br />CITY OF <br />ESi <br />TRASH GUARD FOR <br />STORM SEWER APRONS <br />TRANSVERSE & <br />LONGITUDINAL BARS - <br />5/8" FOR 24" APRON & <br />SMALLER, 3/4" FOR 27" <br />APRON & LARGER WELD <br />EACH INTERSECTION <br />6" MIN. 12" MAX. <br />(LESS THAN 6", USE <br />1 BAR CENTERED <br />ON OPENING <br />Special Details <br />Date: <br />04-01-15 <br />Revised: H U -STM - 7 <br />01-20-17 <br />A <br />CENTER STRUCTURE <br />TO BACK OF CURB <br />CURB INLET FRAME AND CURB <br />BOX NEENAH NO. R -3067V <br />WITH VANE GRATE. <br />INSTALL GATOR WRAP <br />EXTERNAL MANHOLE CHIMNEY <br />SEAL OR APPROVED EQUAL. <br />EXTERNAL SEAL SHALL BE <br />INSTALLED ACCORDING TO <br />MANUFACTURE'S <br />RECOMMENDATIONS. SHIMMING <br />OF ADJUST RINGS WILL NOT BE <br />ALLOWED. 5"' <br />VOIDS FILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <br />PLAN <br />12" <br />FLOW LINE SHALL BE MIN. <br />0.7' BELOW TOP OF CURB <br />�6" <br />',. POLYEHTYLENE (PE) <br />ADJUSTING RINGS <br />- 24" MIN" - MAX 12" <br />U)------------- <br />6" PRECAST OR <br />8" POURED BASE <br />SECTION A -A <br />NOTES: <br />1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS <br />2. GROUT BOTTOM TO DRAIN TO CENTER <br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED <br />11. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINEDAND KEPT IN <br />GOOD SHAPE UNTIL WEAR COURSE IS PAVED <br />°i. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS <br />NO SCALE <br />Special Details <br />CITY OF <br />STANDARD CATCH BASIN Date <br />AUGO 04-01-15 <br />WITHOUT SUMP HU -STM -3A <br />Revised: <br />01-20-17 <br />VALVE BOX SETT'"' T r <br />114"-3/8" BELOW PAVE <br />AT GRADE IN TL <br />VALVE BOX SHALL BE SET T <br />HAVE 6" ADJUSTMENT UP AN <br />DOWN FROM FINISH GRAE <br />AGGREGATE AND MnDOT 3733 <br />TYPE 3 GEOTEXTILE FABRIC LINING <br />DRAIN PIT AND ATTACHED TO TOP <br />OF VALVE BOX FOOT PIECE <br />1-1/2" WASHED ROCK ALL AROUND <br />MIN 1/3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />D.I.P. WATERMAIN <br />GATE VALVE ADAPTOR: <br />1/4" STEEL WITH <br />PROTECTIVE COATING <br />3/4" RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR <br />SIDE VIEW . �SVIEW . �S <br />BONNET ADAPTOR <br />NOTES: <br />1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. <br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. <br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER <br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. <br />4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN <br />LIEU OF TIE RODS. <br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SCALE <br />�- CITY OF Special Details <br />VALVE B 0 X Date <br />04-01-15 <br />INSTALLATION HU -W-3 <br />Revised: <br />\ FST. 1906 01-20-17 / <br />NOTE: <br />THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS. <br />(TYP) <br />(3) 1-1/4" HOLES 2' 0" <br />USE (3) 1" BOLTS <br />AND TIE TO SHEET (TYP) <br />PILING <br />-G <br />#4 AT 16" O.C. <br />STAGGERED <br />2" 300 PSI <br />DNCRETE <br />(TYP) <br />-=S <br />USE (3) 1" BOLTS AND TIE TO <br />PLAN SHEET PILING <br />SHEET PILING <br />(GALVANIZED INTERLOCK) <br />10 GAUGE MINIMUM <br />3000 PSI <br />CONCRETE <br />#4 EACH FACE <br />#4 EACH <br />FACE <br />OUTSIDE WIDTH OF END 8 0 <br />SECTION PLUS 4' 0" (TYP) <br />ELEVATION <br />CITY OF Special Details <br />PILING FOR STORM SEWER Date <br />1UG0 04-01-15 <br />APRONS (36" DIA. 8c LARGER) HU -STM -5 <br />Revised: <br />�- 1xsr.1906 01-20-17 <br />EACH AREA <br />IS 1/2 OF <br />TABULATED <br />TOTAL AREA <br />BEND <br />\%\y/; i�%/`%/`%/`�j 1/4" PLYWOOD <br />\/\\ OVER FACE <br />+' \j OF BOLTS <br />PLUG OR CAP <br />PLUGGED CROSS WYE <br />\\ \ Al <br />.. A2 <br />PLUGGED CROSS <br />PLUGGED TEE <br />NOMINAL <br />FITTING SIZE, <br />INCHES <br />TEE, WYE, PLUG <br />OR CAP <br />90° BEND, <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />45° BEND <br />22-1/2° <br />BEND <br />11-1/4° <br />BEND <br />Al <br />A2 <br />4 <br />1.0 <br />1.4 <br />1.9 <br />1.4 <br />1.0 <br />LU <br />- <br />6 <br />2.1 <br />3.0 <br />4.3 <br />3.0 <br />1.6 <br />1.0 <br />- <br />8 <br />3.8 <br />5.3 <br />7.6 <br />5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />5.9 <br />8.4 <br />11.8 <br />8.4 <br />4.6 <br />2.6 <br />1.2 <br />12 <br />8.5 <br />12.0 <br />17.0 <br />C <br />6.6 <br />3.4 <br />1.7 <br />14 <br />11.5 <br />16.3 <br />23.0 <br />16.3 <br />8.9 <br />4.6 <br />2.3 <br />PLAN <br />12" <br />FLOW LINE SHALL BE MIN. <br />0.7' BELOW TOP OF CURB <br />�6" <br />',. POLYEHTYLENE (PE) <br />ADJUSTING RINGS <br />- 24" MIN" - MAX 12" <br />U)------------- <br />6" PRECAST OR <br />8" POURED BASE <br />SECTION A -A <br />NOTES: <br />1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS <br />2. GROUT BOTTOM TO DRAIN TO CENTER <br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED <br />11. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINEDAND KEPT IN <br />GOOD SHAPE UNTIL WEAR COURSE IS PAVED <br />°i. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS <br />NO SCALE <br />Special Details <br />CITY OF <br />STANDARD CATCH BASIN Date <br />AUGO 04-01-15 <br />WITHOUT SUMP HU -STM -3A <br />Revised: <br />01-20-17 <br />VALVE BOX SETT'"' T r <br />114"-3/8" BELOW PAVE <br />AT GRADE IN TL <br />VALVE BOX SHALL BE SET T <br />HAVE 6" ADJUSTMENT UP AN <br />DOWN FROM FINISH GRAE <br />AGGREGATE AND MnDOT 3733 <br />TYPE 3 GEOTEXTILE FABRIC LINING <br />DRAIN PIT AND ATTACHED TO TOP <br />OF VALVE BOX FOOT PIECE <br />1-1/2" WASHED ROCK ALL AROUND <br />MIN 1/3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />D.I.P. WATERMAIN <br />GATE VALVE ADAPTOR: <br />1/4" STEEL WITH <br />PROTECTIVE COATING <br />3/4" RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />VALVE AND ADAPTOR <br />SIDE VIEW . �SVIEW . �S <br />BONNET ADAPTOR <br />NOTES: <br />1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. <br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. <br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER <br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. <br />4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN <br />LIEU OF TIE RODS. <br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SCALE <br />�- CITY OF Special Details <br />VALVE B 0 X Date <br />04-01-15 <br />INSTALLATION HU -W-3 <br />Revised: <br />\ FST. 1906 01-20-17 / <br />NOTE: <br />THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS. <br />(TYP) <br />(3) 1-1/4" HOLES 2' 0" <br />USE (3) 1" BOLTS <br />AND TIE TO SHEET (TYP) <br />PILING <br />-G <br />#4 AT 16" O.C. <br />STAGGERED <br />2" 300 PSI <br />DNCRETE <br />(TYP) <br />-=S <br />USE (3) 1" BOLTS AND TIE TO <br />PLAN SHEET PILING <br />SHEET PILING <br />(GALVANIZED INTERLOCK) <br />10 GAUGE MINIMUM <br />3000 PSI <br />CONCRETE <br />#4 EACH FACE <br />#4 EACH <br />FACE <br />OUTSIDE WIDTH OF END 8 0 <br />SECTION PLUS 4' 0" (TYP) <br />ELEVATION <br />CITY OF Special Details <br />PILING FOR STORM SEWER Date <br />1UG0 04-01-15 <br />APRONS (36" DIA. 8c LARGER) HU -STM -5 <br />Revised: <br />�- 1xsr.1906 01-20-17 <br />EACH AREA <br />IS 1/2 OF <br />TABULATED <br />TOTAL AREA <br />BEND <br />\%\y/; i�%/`%/`%/`�j 1/4" PLYWOOD <br />\/\\ OVER FACE <br />+' \j OF BOLTS <br />PLUG OR CAP <br />PLUGGED CROSS WYE <br />\\ \ Al <br />.. A2 <br />PLUGGED CROSS <br />PLUGGED TEE <br />NOMINAL <br />FITTING SIZE, <br />INCHES <br />TEE, WYE, PLUG <br />OR CAP <br />90° BEND, <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />45° BEND <br />22-1/2° <br />BEND <br />11-1/4° <br />BEND <br />Al <br />A2 <br />4 <br />1.0 <br />1.4 <br />1.9 <br />1.4 <br />1.0 <br />LU <br />- <br />6 <br />2.1 <br />3.0 <br />4.3 <br />3.0 <br />1.6 <br />1.0 <br />- <br />8 <br />3.8 <br />5.3 <br />7.6 <br />5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />5.9 <br />8.4 <br />11.8 <br />8.4 <br />4.6 <br />2.6 <br />1.2 <br />12 <br />8.5 <br />12.0 <br />17.0 <br />12.0 <br />6.6 <br />3.4 <br />1.7 <br />14 <br />11.5 <br />16.3 <br />23.0 <br />16.3 <br />8.9 <br />4.6 <br />2.3 <br />16 <br />15.0 <br />21.3 <br />30.0 <br />21.3 <br />11.6 <br />6.0 <br />3.0 <br />18 <br />19.0 <br />27,0 <br />38.0 <br />27.0 <br />14.6 <br />7.6 <br />3.8 <br />20 <br />23.5 <br />33.3 <br />47.0 <br />33.3 <br />18.1 <br />9.4 <br />4.7 <br />24 <br />34.0 <br />48.0 <br />68.0 <br />48.0 <br />26.2 <br />13.6 <br />6.8 <br />NOTES: <br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. <br />2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. <br />3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. <br />4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND <br />BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. <br />5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. <br />PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE <br />THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). <br />CITY of Special Details <br />POURED CONCRETE THRUST Date <br />04-01-15 <br />BLOCKING FOR WATERMAIN HU-W-� <br />Revised: <br />_-� 01-20-17 / <br />(C070 00�e <br />C� G3 O M p <br />Civil Engineering • Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-515-0060 <br />MILLER <br />HANSON <br />Cn <br />z <br />LU <br />M <br />N <br />IZT� <br />Lf') <br />H <br />M <br />LO <br />co <br />z <br />z <br />z <br />W <br />CQ <br />Q <br />H <br />0 <br />a <br />0 <br />W <br />Wz <br />a <br />z <br />0� <br />Q <br />Cn <br />W\ <br />Q <br />LU <br />W <br />J <br />W <br />U <br />� <br />Q <br />z <br />2 <br />J <br />Uj <br />u7 <br />IZT <br />ti <br />�0U <br />LU <br />O <br />CL <br />I HEREBY CERTIFY <br />THAT THIS PLAN, <br />SPECIFICATION, OR REPORT <br />WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT <br />SUPERVISION AND THAT I AM <br />A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE <br />LAWS OF THE STATE OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 2/15/19 <br />LICENSE NO. 44263 <br />ISSUE SUBMITTAL SUMMARY <br />DRAWN BY:BN REVIEWED BY: DK <br />PROJECT NUMBER: 18125 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CIVIL DETAILS <br />2/14/2019 4:59 PM ©COPYRIGHT2018 CIVIL SITE GROUP INC. <br />