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INSTALLATION <br />WIRE FENCING <br />POST 1) SET POSTS AND 2) STAPLE THE <br />EXCAVATE A 6'X6" WIRE MESH <br />TRENCH UPSLOPE FENCING TO <br />DEFLECTOR PLATE <br />ALONG THE LINE EACH POST <br />BALE DITCH CHECK <br />TRENCH OF THE POSTS <br />6"X6" <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />IIII IIBI IIIII-HITT= 1111 11111 =IIIII=IIIII= <br />oVERFLOW2-TOP OF CURB BOX <br />1I111 -11I11 =IIIII =IIIII-IIIII 11111-11111 <br />IIIII= =11111- -11111 <br />,o FILTER ASSEMBLY <br />�I I� <br />=11111 -11111 11111 <br />3) ATTACH THE FILTER 1) BACKFILL THE <br />FILTER FABRIC FABRIC TO THE TRENCH AND <br />STORM SEWER <br />INLET <br />PpE <br />5J� II1l <br />WIRE FENCINGAND COMPACT THE <br />- <br />CURB <br />„11 p 5 <br />THETRENCH COMPACT+DEXCNVATEDSOLN/MU BACKFTHROATG@'7MO <br />- <br />BALES <br />111 1111 -IIIIIIIII� III= <br />BALE CHECK <br />BOTTOM?� <br />TO PROTECT STORM SEWER INLETS <br />CG -23 HIGH-FLOW <br />OF <br />OJ <br />JY1' <br />T WASHED COARSE �Rt` <br />WAY <br />DRAINAGE LL <br />HIGH-FLOW FABRIC <br />AGGREGATE 1p <br />B <br />O A - A <br />J <br />6" MIN. <br />3• EARTH <br />DEPTH <br />FILL <br />ELEVATION. <br />��E <br />POINTS"A" SHOULD BE NO SCALE <br />HIGHER THAN POINTS "B" <br />FLOW FLOW <br />-VATAW- <br />-VA\VA\YA' <br />VAVAVA7-- <br />3' <br />1 <br />REMAINING N ACE <br />MAINTENANCE 4. ANY SILT <br />1 <br />NOTES: <br />LONGAFTER <br />FILTER BARRIER IS LONGER <br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER I O <br />FENCE <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL B DRESSED TO CONFORM WITH <br />O <br />OPTION 1 OPTION 2 <br />INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />D <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />SH ALL BE MADE IMMEDIATELY. 5. WETLANDSARETOBE PR OTECTEDBYTWOROWSOF <br />2. THE ROAD DRAIN -CURB& GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />NOTES: <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS <br />NOTE. <br />TE: <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />1. CRUSHED CONCRETE IS NOT ALLOWED <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES, STEEP SLOPES, <br />OR STEEL REINFORCING BARS IN EACH BALE AND EMBEDDED IN THE <br />2.CON STRUCTION ENTRANCE SHALL BEA MINIMUM OF 24'X50' <br />USEABLE LIFE AND THE BARRIER BE NECESSARY, ANDHIGHLV ERODIBLE SOILS. <br />GROUND IW MIN. <br />MAINTENANCE: <br />3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE <br />THE FABRIC SHALL BE REPLACED PROMPTLY. <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN REPLACE SEDIMENT CLOGS FILTER. <br />4. MAINTENANCE IS INCIDENTAL <br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />RN EVENT. <br />2, REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLEE AFTER EACH AI <br />DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF <br />THE BARRIER. <br />CITv OF Special Details <br />ROCK CONSTRUCTION "°' <br />CITv OF Special Details <br />PLACEMENT AND CONSTRUCTION °" <br />i. CITY OF Special Details <br />BALE CHECK °"` <br />CITY OSpecial Details <br />^F <br />WIMCO CURB & GUTTER <br />oa-ol-Ts <br />ENTRANCE HU -EC -1 <br />EBT 1608 �..,a. o1-zo-n <br />oa-ol-ls <br />OF A SILT FENCE HU -EC -2 <br />EST. 1606 00-n <br />oa-ol-ls <br />DETAILS HU -EC -3 <br />EBT t6o6 � 01-2017 <br />INLET PROTECTION CG23 <br />( ) HU -EC -4 <br />EBT. 16x6 01-20-17 <br />4" OR 6'PVC SCHEDULE 40 <br />6" DISTANCE TO CL VARIABLE <br />12'R 3'R <br />GATE VALVE ADAPTOR: <br />1/4" STEEL WITH <br />PROTECTIVE COATING <br />RUBBER GASKET <br />INSTALLED BETWEEN GATE <br />3 la'R <br />VALVEANDADAPTOR TOP VIEW <br />27 • DIA. <br />C SLOPE 314" MI B 618 <br />•b'+S' <br />NEENAH R-1642 FRAME <br />- <br />VALVE BOX SETTING TO BE <br />AND TYPE B SELF SEALING <br />C` <br />1/4"-3/8" BELOW PAVEMENT AND ■_ Slr DE�VIEW I <br />INFISHEILD LID WITH 2 CONCEALED <br />OR APPROVED PICK HOLES. <br />a, Y <br />AT GRADE IN TURF AREAS <br />PIPE SHALL BE COMPLETELY <br />ENTRENCHED AND SHALL HAVE <br />EQUIVALENT 16" <br />POLYETHYLENE (PE) <br />i- e" 18' �I <br />CLASS "B• BEDDING WHERE <br />DIRECTED BY THE ENGINEER <br />ADJUSTING RINGS <br />MIN 4" - MAX 12'. <br />e• DISTANCE TO CL VARIABLE <br />TYPICAL SERVICE WHERE COVER <br />4'-0' STANDARD OFFSET <br />2"R 3'R <br />VALVE BOX SHALL BE SET TO <br />OVER TOP OF SEWER IS 14' OR LESS <br />CONE SECTION <br />1 <br />HAVE 6' ADJUSTMENT UP AND <br />(STEPS NOT SHOWN <br />INTENTIONALLY) <br />13 1/2' R <br />DOWN FROM FINISH GRADE <br />4.OR 6" PVC <br />ECCENTRIC <br />REDUCERS TO SE <br />1'i• <br />SLOPE 3/4"TFT' •: -I- MNDOT B 624 <br />c+ n - <br />SCHEDULE 40 <br />USED FOR 80• <br />& 72" BARRELS <br />I a <br />it <br />e <br />L <br />AGGREGATE AND M. OT 3733 <br />ELEV TO BE SET <br />>• w <br />I--8- 21 <br />TYPE3 GEOTEXTILE FABRIC LINING <br />WYE BY THE ENGINEER <br />g• <br />'A GROUTING BETWEEN j <br />DRAIN PIT AND ATTACHED TO TOP 7'-6" COVER <br />OF VALVE BOX FOOT PIECE MIN. <br />PIPE SHALL BE COMPLETELY ENTRENCHED <br />•{ i PIPE '• 8" <br />2W <br />AND SHALL HAVE CLASS 'B" BEDDING <br />WHERE DIRECTED BY THE ENGINEER <br />BARREL SHALL BE <br />k 4 4 5 <br />BARREL SHALL IN <br />3 4'0" 'a WITH NDN -SHRINKING 6 X <br />? CEMENT. Y <br />iTR <br />88'R TOP OF BITUMINOUS MAT <br />A <br />�1T� <br />MIT WASHED ROCKALL AROUND <br />1YPICALSERVICE WHERE COVER <br />'j 48%7r M 48 72" <br />_ 12' <br />MIN SOILS11 . BONNET ADAPTOR <br />(MIN. C.Y. IN IMPERVIOUS SOILS) <br />OVER TOP OF SEWER IS 14' OR MORE <br />VOIDS FILLED % <br />USE R-2 TYPE y .6 WITH CONCRETE 6 <br />.+ <br />CONFINED O-RING BRICK OR BLOCK <br />GASKETJOINTSGROUT ONLY. GROUT <br />• <br />r MODIFIED'S'DESIGN <br />D.I.P. WATERMAIN <br />FOR ALL A <br />' ' ° BASE <br />MANHOLE JOINTS A <br />DIRECTION 4 <br />1]i/2' 10112' <br />NOTES: <br />J y <br />s i, 6y--•� OF FLOW y <br />' } DIRECTION <br />28• <br />,i.�A;•:;:3A 112 DIA. OF PIPES <br />FERNCOADAiz1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY BENDS <br />6' PRECAST OR OF FLOW <br />,' 6 <br />OR APPRAND SPECIAL FITTINGS SHALL BE PAID FOR AT THE <br />8' POURED BASE <br />6' DISTANCE TO CL VARIABLE <br />TIE RODS <br />EQUACONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"OR 6". <br />NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FORGATE <br />NO SCALE <br />11TR 3"RDISSIMILAR <br />VALVE <br />CONCRETE ENCASEMENT OR PIPE BEDDING.2. <br />ALLSERVICECONNECTIONS SHALL TERMINATE AT THE <br />38"x13'.5' <br />MANHOLE BLOCK <br />PROPERTY LINE OR AS SPECIFIED. <br />3. SERVICE STUB SHALL BE PLUGGED AND MARKED WITH A <br />NOTES. <br />C 4• SLOPE 311112. <br />4"64•TIMBER PROTRUDING TOUT OF THE GROUND AND <br />1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED <br />'1 R MMDOT B 612 <br />PAINTED GREEN. <br />INSTRUCTSERVICES <br />/. CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL AND 6"PVC <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 />�• •• . <br />NOTES: <br />1. GATEVALVES SHOULD BE USED ON 6"THROUGH I6"WATERMAIN. <br />SERVICES FOR IAL <br />5. WHERE SIDEWALK OR TRAILS ARE PLACED VFROM RIGHT <br />STREAM <br />3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" <br />a <br />I <br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. <br />3. OXESSHA4"P.V.C. PIPE TO PASS ENTIRELY OVER <br />BEINSTALLEDINSTALLATION <br />AS <br />OF WAY SANITARY SEWER SERVICES SHALL BE EXTENDED <br />OF <br />4, THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT <br />I-8" 12"� <br />THEVALGATE NU <br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. <br />COMPND LETE. <br />10' BEYOND RIGHT OF WAV. <br />NOTES: <br />1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL <br />4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAYBE USED IN <br />LIEU OF TIE RODS. <br />CURB AND GUTTER <br />5. THE INITIAL& FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SCALE <br />Details <br />SEWER °" <br />kmo <br />r Special Details <br />I �•CITY OF <br />STANDARD MANHOLE FOR °"' oa-ol-15 <br />Special Details <br />i. CITY OF <br />CONCRETE oaou <br />Special Details <br />-SANITARY VALVE BOX °" 04-01-15 <br />TYPICAL SERVICE (4" OR 6" �HU-SS- <br />STORM DRAIN HU -STM -1 <br />LHU of -02.' <br />� CURB & GUTTER HU-STR-213 <br />,, o1-zo-n <br />INSTALLATION HU -W-3 <br />of -zo-n <br />PROJ. N0. <br />18037 <br />ADVANCED ENGINEERING CONCEPTS <br />^ AEC 1360 INTERNATIONAL DRIVE, SUITE #1 <br />EAU CLAIRE, WI 54701 <br />PH: 715-552-0330 <br />info®rls-Qec.com <br />2017 AEC LLC. <br />DETAILS <br />HUGO MINI STORAGE <br />REVISED PHASE II <br />HUGO, MN <br />DWG NAME <br />1 8037LS <br />DETAILS <br />6 <br />DATE <br />04/2019 <br />NO.COPYRIGHT <br />DATE DRAFTED BY CHECKED <br />