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Q <br />O <br />O <br />Lin <br />I <br />3 <br />J_ <br />Q <br />W <br />0 <br />D <br />N <br />3 <br />0 <br />r7 <br />N <br />O <br />Co <br />U <br />A <br />0 <br />D_ <br />(.0 <br />Ln <br />O <br />N <br />I <br />U <br />a� <br />0 <br />n <br />PC's <br />50,p <br />P�e'�\G�o o/RFC F� E UM O <br />YFNG NFFR <br />2" WASHEDCOARSE A \�vo <br />AGGREGAT2 <br />6" MIN. <br />DEPTH <br />NOTES: <br />1. CRUSHED CONCRETE IS NOT ALLOWED <br />2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24'X 50' <br />3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE <br />4. MAINTENANCE IS INCIDENTAL <br />CITY OF <br />1UGC <br />----20L- EST. 1906 <br />INFI-SHEILD <br />OR APPROVED <br />EQUIVALENT <br />ECCENTRIC <br />REDUCERS TO BE <br />USED FOR 60" <br />& 72" BARRELS <br />USE R-2 TYPE <br />CONFINED O-RING <br />GASKET JOINTS <br />FOR ALL <br />MANHOLE JOINTS <br />27 " DIA. <br />V-4] I: <br />ROCK CONSTRUCTION <br />ENTRANCE <br />NEENAH R-1642 FRAME <br />AND TYPE B SELF SEALING <br />LID WITH 2 CONCEALED <br />PICK HOLES. <br />POLYETHYLENE (PE) <br />ADJUSTING RINGS <br />MIN 4" - MAX 12". <br />STANDARD OFFSET <br />CONE SECTION <br />(STEPS NOT SHOWN <br />INTENTIONALLY) <br />GROUTING BETWEEN <br />PIPE AND MANHOLE <br />BARREL SHALL BE <br />4'-0" WITH NOW SHRINKING <br />CEMENT. <br />- 48"-72" <br />VOIDS FILLED <br />WITH CONCRETE <br />BRICK OR BLOCK <br />GROUT ONLY. <br />LL) <br />DIRECTION <br />OF FLOW i <br />1/2 DIA. OF PIPE j <br />6" PRECAST OR <br />8" POURED BASE <br />NO SCALE <br />Special Details <br />Date: <br />04-01-15 <br />Revised: HU -EC -1 <br />01-20-17 <br />- 48"-72" <br />GROUT <br />16" <br />- U) <br />w <br />8" Q <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 />Special Details <br />/ CITY OF <br />STANDARD MANHOLE FOR Date: <br />04-01-15 <br />STORM DRAIN HU -STM -1 <br />HUGORevised: <br />EST. 1906 01-20-17 <br />JO. DATE 11 REVISION <br />INSTALLATION <br />POST <br />TRENCH - <br />6"X6" <br />FILTER FABRIC <br />1) SET POSTS AND <br />EXCAVATE A 6"X6" <br />TRENCH UPSLOPE <br />ALONG THE LINE <br />OF THE POSTS <br />11111- <br />3) ATTACH THE FILTER <br />FABRIC TO THE <br />WIRE FENCING AND <br />THE TRENCH <br />11111=11111 �=11111=11111= <br />01111 <br />11111 <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />O A <br />J <br />LL <br />WIRE FENCING <br />MAINTENANCE <br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS <br />SHALL BE MADE IMMEDIATELY. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, <br />THE FABRIC SHALL BE REPLACED PROMPTLY. <br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF <br />THE BARRIER. <br />CITY OF <br />[UGC <br />===1M- EST. 1906 <br />A <br />ELEVATION: <br />POINTS "A" SHOULD BE NO SCALE <br />HIGHER THAN POINTS "B" <br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />THE SILT FENCE OR FILTER BARRIER IS NO LONGER <br />REQUIRED SHALL BE DRESSED TO CONFORM WITH <br />THE EXISTING GRADE, PREPARED AND SEEDED. <br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS <br />REQUIRED AROUND WATER BODIES, STEEP SLOPES, <br />AND HIGHLY ERODIBLE SOILS. <br />Special Details <br />PLACEMENT AND CONSTRUCTION Date 04-01-15 <br />OF A SILT FENCE HU -EC -2 <br />Revised: <br />01-20-17 <br />A <br />L <br />2) STAPLE THE <br />TO BACK OF CURB <br />WIRE MESH <br />FENCING TO <br />CURB INLET FRAME AND CURB <br />EACH POST <br />1111101111 <br />00 <br />�...+•+•%}• <br />=1111101111P <br />WITH VANE GRATE. <br />4) BACKFILL THE <br />INSTALL EXTERNAL MANHOLE <br />TRENCH AND <br />ZZ1171 <br />COMPACTTHE <br />COMPACTED <br />I <br />EXCAVATED SOIL <br />BACKFILL <br />1011111 <br />�M111*1111� <br />-1111 Will� <br />1 <br />L <br />MAINTENANCE <br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS <br />SHALL BE MADE IMMEDIATELY. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, <br />THE FABRIC SHALL BE REPLACED PROMPTLY. <br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF <br />THE BARRIER. <br />CITY OF <br />[UGC <br />===1M- EST. 1906 <br />A <br />ELEVATION: <br />POINTS "A" SHOULD BE NO SCALE <br />HIGHER THAN POINTS "B" <br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />THE SILT FENCE OR FILTER BARRIER IS NO LONGER <br />REQUIRED SHALL BE DRESSED TO CONFORM WITH <br />THE EXISTING GRADE, PREPARED AND SEEDED. <br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS <br />REQUIRED AROUND WATER BODIES, STEEP SLOPES, <br />AND HIGHLY ERODIBLE SOILS. <br />Special Details <br />PLACEMENT AND CONSTRUCTION Date 04-01-15 <br />OF A SILT FENCE HU -EC -2 <br />Revised: <br />01-20-17 <br />A <br />L <br />PLAN <br />CENTER STRUCTURE <br />m <br />TO BACK OF CURB <br />12 <br />CURB INLET FRAME AND CURB <br />FLOW LINE SHALL BE MIN. <br />BOX NEENAH NO. R -3067V <br />00 <br />�...+•+•%}• <br />0.7' BELOW TOP OF CURB <br />WITH VANE GRATE. <br />INSTALL EXTERNAL MANHOLE <br />ZZ1171 <br />CHIMNEY SEAL MANUFACTURED <br />.�•+ �•1+► ter• <br />• <br />1 <br />POLYEHTYLENE (PE) <br />� <br />ADJUSTING RINGS <br />" �''i <br />> ic1 <br />_24 MIN" - MAX 12" <br />w <br />5" <br />> <br />`1�4'i: <br />Ott•.•/ � � C - :.1�y� <br />PLAN <br />CENTER STRUCTURE <br />m <br />TO BACK OF CURB <br />12 <br />CURB INLET FRAME AND CURB <br />FLOW LINE SHALL BE MIN. <br />BOX NEENAH NO. R -3067V <br />00 <br />�...+•+•%}• <br />0.7' BELOW TOP OF CURB <br />WITH VANE GRATE. <br />INSTALL EXTERNAL MANHOLE <br />ZZ1171 <br />CHIMNEY SEAL MANUFACTURED <br />.�•+ �•1+► ter• <br />6 <br />BY INFISHIELD OR APPROVED <br />POLYEHTYLENE (PE) <br />EQUAL. <br />ADJUSTING RINGS <br />" �''i <br />> ic1 <br />_24 MIN" - MAX 12" <br />w <br />5" <br />> <br />6" PRECAST OR <br />8" POURED BASE <br />VOIDS FILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <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 />4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN <br />INSIDE <br />5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN <br />GOOD SHAPE UNTIL WEAR COURSE IS PAVED <br />6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE <br />CITY OF <br />[UGC <br />EST. 1906 <br />STANDARD CATCH BASIN <br />WITHOUT SUMP <br />Special Details <br />Date: <br />04-01-15 <br />Revised: HU -STM -3A <br />01-20-17 <br />PROJ. NO. <br />- - - 16263 <br />w <br />TED BY DESIGN BY CHECKED <br />BALE DITCH CHECK <br />NSEWE7R] <br />INLET <br />OPEN <br />THROAT <br />BALES <br />1 • <br />BALE CHECK <br />TO PROTECT STORM SEWER INLETS <br />3" EARTH <br />FILL <br />FLOW FLOW <br />OPTION 1 OPTION 2 <br />NOTE: <br />1. TWO 2"X2" STAKE OR STEEL REINFORCING BARS IN EACH BALE AND EMBEDDED IN THE <br />GROUND 10" MIN. <br />CITY OF Special Details <br />BALE CHECK Date <br />1UG0 04-01-15 <br />DETAILS <br />Revised: HU -EC -3 <br />EST. 1906 01-2017 <br />ADVANCED ENGINEERING CONCEPTS <br />1360 INTERNATIONAL DRIVE <br />EAU CLAIRE, WI 54701 DETAILS <br />PH: 715-552-0330 <br />info@rls-aec.com <br />COPYRIGHT 2017 AEC LLC. <br />RASSEMBLY <br />OX <br />URB <br />NOTES: <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE: <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />16" GA. GALVANIZED <br />STEEL STRAP <br />(1) 1" EYE BOLT WITH <br />(2) WASHERS EACH <br />PLAN <br />"YP. <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. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS <br />OTHERWISE NOTED. <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 />� CITY OF <br />TRASH GUARD FOR Date: <br />04-01-15 <br />STORM SEWER APRONS HU -STM -7 <br />Revised: <br />\ EST. 1906 <br />01-20-17 / <br />HUGO MINI STORAGE <br />HUGO, MN <br />DWG NAMES <br />16263 PG6 <br />DETAILS <br />DATE <br />03/2017 <br />■ <br />m <br />aa� <br />00 <br />�...+•+•%}• <br />.�•+ �•1+► ter• <br />> ic1 <br />z <br />--�N�LL <br />`1�4'i: <br />Ott•.•/ � � C - :.1�y� <br />a <br />���.i/•���-.I <br />• <br />vo <br />a¢ <br />z <br />w <br />oa <br />CC <br />cc q <br />00 C <br />INC <br />� <br />N <br />z <br />= <br />Q <br />w <br />wz� <br />>' NLra1(CNm <br />• <br />? �.o <br />• . <br />� <br />U <br />p <br />u <br />LL <br />Jo <br />U <br />aQ <br />O <br />w � <br />� <br />oa <br />D <br />IT <br />1]] <br />X <br />11 <br />O <br />m <br />=m <br />� <br />w�W <br />� Z J <br />=u)� <br />• <br />d <br />�� <br />� <br />Q <br />Q <br />U � <br />W � <br />Q <br />oa_ <br />■IlBB <br />in � <br />a <br />� <br />o <br />Qzww <br />MOON <br />moa <br />10C11 <br />• <br />.■ <br />• <br />r- <br />loxc <br />• <br />ADVANCED ENGINEERING CONCEPTS <br />1360 INTERNATIONAL DRIVE <br />EAU CLAIRE, WI 54701 DETAILS <br />PH: 715-552-0330 <br />info@rls-aec.com <br />COPYRIGHT 2017 AEC LLC. <br />RASSEMBLY <br />OX <br />URB <br />NOTES: <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE: <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />16" GA. GALVANIZED <br />STEEL STRAP <br />(1) 1" EYE BOLT WITH <br />(2) WASHERS EACH <br />PLAN <br />"YP. <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. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS <br />OTHERWISE NOTED. <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 />� CITY OF <br />TRASH GUARD FOR Date: <br />04-01-15 <br />STORM SEWER APRONS HU -STM -7 <br />Revised: <br />\ EST. 1906 <br />01-20-17 / <br />HUGO MINI STORAGE <br />HUGO, MN <br />DWG NAMES <br />16263 PG6 <br />DETAILS <br />DATE <br />03/2017 <br />■ <br />m <br />aa� <br />w�F <br />> ic1 <br />z <br />--�N�LL <br />� <br />vo <br />a¢ <br />z <br />w <br />oa <br />CC <br />cc q <br />00 C <br />INC <br />� <br />N <br />z <br />= <br />Q <br />w <br />wz� <br />>' NLra1(CNm <br />� <br />U <br />p <br />u <br />LL <br />Jo <br />U <br />aQ <br />O <br />w � <br />� <br />oa <br />D <br />IT <br />1]] <br />X <br />11 <br />O <br />m <br />=m <br />� <br />w�W <br />� Z J <br />=u)� <br />d <br />�� <br />� <br />Q <br />Q <br />U � <br />W � <br />Q <br />oa_ <br />■IlBB <br />in � <br />a <br />� <br />o <br />Qzww <br />MOON <br />moa <br />10C11 <br />ADVANCED ENGINEERING CONCEPTS <br />1360 INTERNATIONAL DRIVE <br />EAU CLAIRE, WI 54701 DETAILS <br />PH: 715-552-0330 <br />info@rls-aec.com <br />COPYRIGHT 2017 AEC LLC. <br />RASSEMBLY <br />OX <br />URB <br />NOTES: <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE: <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />16" GA. GALVANIZED <br />STEEL STRAP <br />(1) 1" EYE BOLT WITH <br />(2) WASHERS EACH <br />PLAN <br />"YP. <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. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS <br />OTHERWISE NOTED. <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 />� CITY OF <br />TRASH GUARD FOR Date: <br />04-01-15 <br />STORM SEWER APRONS HU -STM -7 <br />Revised: <br />\ EST. 1906 <br />01-20-17 / <br />HUGO MINI STORAGE <br />HUGO, MN <br />DWG NAMES <br />16263 PG6 <br />DETAILS <br />DATE <br />03/2017 <br />■ <br />m <br />aa� <br />w�F <br />> ic1 <br />z <br />--�N�LL <br />� <br />vo <br />a¢ <br />z <br />w <br />oa <br />CC <br />cc q <br />00 C <br />INC <br />� <br />N <br />z <br />= <br />Q <br />w <br />wz� <br />>' NLra1(CNm <br />� <br />U <br />p <br />u <br />LL <br />Jo <br />U <br />aQ <br />O <br />w � <br />� <br />oa <br />D <br />IT <br />1]] <br />X <br />11 <br />O <br />m <br />=m <br />� <br />w�W <br />� Z J <br />=u)� <br />d <br />�� <br />� <br />Q <br />Q <br />U � <br />W � <br />Q <br />oa_ <br />in � <br />a <br />� <br />o <br />Qzww <br />MOON <br />moa <br />10C11 <br />ADVANCED ENGINEERING CONCEPTS <br />1360 INTERNATIONAL DRIVE <br />EAU CLAIRE, WI 54701 DETAILS <br />PH: 715-552-0330 <br />info@rls-aec.com <br />COPYRIGHT 2017 AEC LLC. <br />RASSEMBLY <br />OX <br />URB <br />NOTES: <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE: <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />16" GA. GALVANIZED <br />STEEL STRAP <br />(1) 1" EYE BOLT WITH <br />(2) WASHERS EACH <br />PLAN <br />"YP. <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. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS <br />OTHERWISE NOTED. <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 />� CITY OF <br />TRASH GUARD FOR Date: <br />04-01-15 <br />STORM SEWER APRONS HU -STM -7 <br />Revised: <br />\ EST. 1906 <br />01-20-17 / <br />HUGO MINI STORAGE <br />HUGO, MN <br />DWG NAMES <br />16263 PG6 <br />DETAILS <br />DATE <br />03/2017 <br />■ <br />