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Q <br />O <br />O <br />Ln <br />I <br />3 <br />J_ <br />Q <br />W <br />C� <br />D <br />N <br />3 <br />c0 <br />N <br />cn <br />U <br />N <br />0 <br />D_ <br />/ <br />Ln <br />O <br />N <br />U) <br />U <br />A <br />0 <br />a_ <br />/ <br />a <br />cxs�6 <br />50, <br />Pve'�\G �O o/RFo F09 UMO <br />>'FNG NFFR <br />2" WASHEDCOARSE xso <br />AGGREGATE ,Lp �\ <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 />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 />ROCK CONSTRUCTION <br />ENTRANCE <br />27 " DIA. <br />4 -4- <br />V -4" <br />-" <br />V-4" 1 I. I - <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 />w <br />DIRECTION <br />OF FLOW i <br />1/2 DIA. OF PIPE .." <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 />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 <br />Special Details <br />ii� <br />STANDARD MANHOLE FOR Date: <br />HU -STM -1 04-01-15 <br />STORM DRAIN <br />Revised: <br />EST. 1906 01-20-17 <br />INSTALLATION <br />m <br />2) STAPLE THE <br />1) SET POSTS AND <br />POST <br />EXCAVATE A 6"X6" <br />TRENCH UPSLOPE <br />FENCING TO <br />ALONG THE LINE <br />TRENCH <br />6"X6" <br />OF THE POSTS <br />IIII�IIIIII <br />IIIII-11111- <br />3) ATTACH THE FILTER <br />FILTER FABRIC FABRIC TO THE <br />WIRE FENCING AND <br />THE TRENCH <br />id <br />4111 1111101111 <br />Mill T11-11 <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 />1UGC <br />----=L- 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 />t - <br />31" <br />24" <br />PLAN <br />36" 43" <br />I <br />18" <br />I <br />in <br />CENTER STRUCTURE <br />TO BACK OF CURB <br />CURB INLET FRAME AND CURB 12"FLOW LINE SHALL BE MIN. <br />BOX NEENAH NO. R -3067V 0.7' BELOW TOP OF CURB <br />WITH VANE GRATE. <br />INSTALL EXTERNAL MANHOLE <br />CHIMNEY SEAL MANUFACTURED 6 <br />BY INFISHIELD OR APPROVED POLYEHTYLENE (PE) <br />EQUAL. ADJUSTING RINGS <br />24" MIN" - MAX 12" <br />C/) <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 />IGC <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 />BALE DITCH CHECK <br />BALE CHECK <br />TO PROTECT STORM SEWER INLETS <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 -201 7 <br />m <br />2) STAPLE THE <br />WIRE MESH <br />FENCING TO <br />EACH POST <br />_d <br />1111111111 <br />011101111 <br />W111 <br />=1111101111M <br />1111 =11111 <br />11111 <br />4) BACKFILL THE <br />TRENCH AND <br />COMPACTTHE <br />COMPACTED <br />I <br />EXCAVATED SOIL <br />BACKFILL <br />11111=11111 <br />J0L <br />z <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 />1UGC <br />----=L- 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 />t - <br />31" <br />24" <br />PLAN <br />36" 43" <br />I <br />18" <br />I <br />in <br />CENTER STRUCTURE <br />TO BACK OF CURB <br />CURB INLET FRAME AND CURB 12"FLOW LINE SHALL BE MIN. <br />BOX NEENAH NO. R -3067V 0.7' BELOW TOP OF CURB <br />WITH VANE GRATE. <br />INSTALL EXTERNAL MANHOLE <br />CHIMNEY SEAL MANUFACTURED 6 <br />BY INFISHIELD OR APPROVED POLYEHTYLENE (PE) <br />EQUAL. ADJUSTING RINGS <br />24" MIN" - MAX 12" <br />C/) <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 />IGC <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 />BALE DITCH CHECK <br />BALE CHECK <br />TO PROTECT STORM SEWER INLETS <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 -201 7 <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />.a <br />CG -23 HIGH-FLOW <br />HIGH-FLOW FABRIC <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 />CITY OF <br />[UGC <br />EST. 1906 <br />16" GA. GALVANIZED <br />STEELSTRAP <br />Special Details <br />WIMCO CURB & GUTTER Date <br />04-01-15 <br />INLET PROTECTION (CG23) HU -EC -4 <br />Revised: <br />01-20-17 <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 01-20-17 / <br />ADVANCED ENGINEERING CONCEPTS DWG NAME <br />PROJ. NO. 1360 INTERNATIONAL DRIVE 16263 PG6 6 <br />AEC EAU CLAIRE, WI 54701 DETAILS HUGO MINI STORAGE DETAILS <br />16263 PH: 715-552-0330 HUGO, MN DATE <br />info@rls-aec.com <br />N0. DATE REVISIONS DRAFTED BY DESIGN BY CHECKED COPYRIGHT 2017 AEC LLC. 03/2017 <br />m <br />w�F <br />z <br />�Il�IE <br />Of <br />, <br />...� ...ti ...� ... <br />vo as <br />bi <br />z <br />w <br />oa <br />mw <br />• <br />1 ••!•••� <br />- <br />• <br />a�w <br />w <br />Q <br />w Z J <br />.. <br />LL <br />•,. <br />2' <br />;. <br />:1 <br />• <br />.r. <br />.•Lu <br />• <br />••% <br />w <br />Jo aQ <br />ti!:LLJ; <br />.r., i� . <br />� <br />2'.rry. <br />C. <br />Lu <br />• <br />Lu <br />(Dom <br />x <br />O <br />`. <br />owl <br />DIA. OR <br />. 0 Of <br />■I <br />• <br />LU <br />Q <br />oa <br />• <br />a <br />� <br />o <br />cli cc <br />Qzww <br />■�Il�E <br />� O d <br />Lu <br />uj <br />>"-,I 0CLf17jflaCCCN . . . <br />Lu <br />w <br />• <br />Co <br />LLILL <br />10 CC CO <br />zr) <br />zo• <br />Special <br />Details <br />• <br />RIP_ AP <br />DETAIL <br />• <br />E •0. <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />.a <br />CG -23 HIGH-FLOW <br />HIGH-FLOW FABRIC <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 />CITY OF <br />[UGC <br />EST. 1906 <br />16" GA. GALVANIZED <br />STEELSTRAP <br />Special Details <br />WIMCO CURB & GUTTER Date <br />04-01-15 <br />INLET PROTECTION (CG23) HU -EC -4 <br />Revised: <br />01-20-17 <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 01-20-17 / <br />ADVANCED ENGINEERING CONCEPTS DWG NAME <br />PROJ. NO. 1360 INTERNATIONAL DRIVE 16263 PG6 6 <br />AEC EAU CLAIRE, WI 54701 DETAILS HUGO MINI STORAGE DETAILS <br />16263 PH: 715-552-0330 HUGO, MN DATE <br />info@rls-aec.com <br />N0. DATE REVISIONS DRAFTED BY DESIGN BY CHECKED COPYRIGHT 2017 AEC LLC. 03/2017 <br />m <br />w�F <br />z <br />�Il�IE <br />� <br />vo as <br />z <br />w <br />oa <br />a�w <br />w <br />Q <br />w Z J <br />w <br />Jo aQ <br />� <br />o a <br />x <br />O <br />owl <br />Q <br />oa <br />a <br />� <br />o <br />Qzww <br />■�Il�E <br />� O d <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />.a <br />CG -23 HIGH-FLOW <br />HIGH-FLOW FABRIC <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 />CITY OF <br />[UGC <br />EST. 1906 <br />16" GA. GALVANIZED <br />STEELSTRAP <br />Special Details <br />WIMCO CURB & GUTTER Date <br />04-01-15 <br />INLET PROTECTION (CG23) HU -EC -4 <br />Revised: <br />01-20-17 <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 01-20-17 / <br />ADVANCED ENGINEERING CONCEPTS DWG NAME <br />PROJ. NO. 1360 INTERNATIONAL DRIVE 16263 PG6 6 <br />AEC EAU CLAIRE, WI 54701 DETAILS HUGO MINI STORAGE DETAILS <br />16263 PH: 715-552-0330 HUGO, MN DATE <br />info@rls-aec.com <br />N0. DATE REVISIONS DRAFTED BY DESIGN BY CHECKED COPYRIGHT 2017 AEC LLC. 03/2017 <br />m <br />w�F <br />z <br />� <br />vo as <br />z <br />w <br />oa <br />a�w <br />w <br />Q <br />w Z J <br />w <br />Jo aQ <br />� <br />o a <br />x <br />O <br />owl <br />Q <br />oa <br />a <br />� <br />o <br />Qzww <br />� O d <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />.a <br />CG -23 HIGH-FLOW <br />HIGH-FLOW FABRIC <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 />CITY OF <br />[UGC <br />EST. 1906 <br />16" GA. GALVANIZED <br />STEELSTRAP <br />Special Details <br />WIMCO CURB & GUTTER Date <br />04-01-15 <br />INLET PROTECTION (CG23) HU -EC -4 <br />Revised: <br />01-20-17 <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 01-20-17 / <br />ADVANCED ENGINEERING CONCEPTS DWG NAME <br />PROJ. NO. 1360 INTERNATIONAL DRIVE 16263 PG6 6 <br />AEC EAU CLAIRE, WI 54701 DETAILS HUGO MINI STORAGE DETAILS <br />16263 PH: 715-552-0330 HUGO, MN DATE <br />info@rls-aec.com <br />N0. DATE REVISIONS DRAFTED BY DESIGN BY CHECKED COPYRIGHT 2017 AEC LLC. 03/2017 <br />