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CASTING SHALL BE MARKED SANITARY OR CO (CLEAN OUT) <br />AS APPROVED BY ENGINEER <br />NEENAH R-1914-A <br />PVC THREADED PLUG <br />FINISHED GRADE <br />PVC <br />MINIMUM <br />1% SLOPE <br />1' <br />WYE <br />4" CONCRETE PAD <br />1' <br />PVC <br />45° BEND <br />NOTES: <br />ALL JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED. <br />CLEAN OUTS ARE REQUIRED AT 100' SPACING AND AT <br />CHANGE OF DIRECTION. <br />ALL CLEAN OUTS SHALL BE EQUIPPED WITH A FROST SLEEVE. <br />SERV I GE GLEA <br />\ OUT <br />0501 <br />NO SCALE <br />5 <br />SCREW -IN <br />GASKETED <br />ACCESS <br />PORT <br />TRAPPED <br />OIL AND <br />DEBRIS <br />ANTI -SIPHON VACUUM BREAK <br />1" PVC PIPE ADAPTER <br />SS AVAILABLE <br />OUTLET <br />PIPE <br />ELEVATION <br />MOUNTING <br />FLANGE <br />ACCESS <br />PORT <br />FLOOD <br />LEVEL <br />IN <br />FLOW LEVEL <br />STATIC LEVEL <br />ACCESS COVER OR STORM GRATE <br />NOTE: <br />WEB DESIGN INFO AT <br />www.bestmp.com <br />SPECIFY SNOUT <br />MODEL AND TYPE <br />OIL & <br />DEBRIS <br />SU <br />SAND & GRIT <br />ANTI -SIPHON <br />VENT <br />OUT <br />2.5X-3X PIPE I.D. <br />36" MIN. <br />"S\OUT" OIL -WATER -PE <br />3R15 SEPARATOR <br />0501 <br />NO SCALE <br />2 <br />NOTES: <br />1. 54" THRU 120 DIA. STRUCTURES ARE MANUFACTURED WITH BELL END <br />FACING DOWN. <br />2. STRUCTURES ARE MANUFACTURED IN ACCORDANCE WITH ASTM C-478 <br />AND WiDOT 611 WITH RUBBER GASKET JOINTS. <br />3. PROVIDE MORTAR FILLETS TO FIT THE BOTTOM PORTION OF PIPE TO <br />DIRECT FLOW TO OUTLET HALF -WAY UP PIPE MINIMUM. <br />4. COVER SLAB DESIGN <br />VARIES WITH CASTING. <br />5. REINFORCING STEEL SHALL <br />BE PER ASTM C-478 AND <br />WiDOT 611. <br />A <br />B <br />C <br />DE <br />48" <br />5" <br />64" <br />8" <br />8" <br />54" <br />5.5" <br />72" <br />8" <br />8" <br />60" <br />6" <br />78" <br />8" <br />8" <br />66" <br />6.5" <br />85" <br />8" <br />8" <br />72" <br />7" <br />92" <br />8" <br />8" <br />78" <br />7.5" <br />100" <br />8" <br />8" <br />84" <br />8" <br />106" <br />8" <br />8" <br />90" <br />8.5" <br />114" <br />8" <br />8" <br />96" <br />9" <br />120" <br />8" <br />8" <br />102" <br />9.5" <br />127" <br />12" <br />8" <br />108" <br />10" <br />132" <br />12" <br />12" <br />120" <br />10" <br />146" <br />12" <br />12" <br />A <br />OVERSIZED HOLE <br />FOR PIPE OPENINGS <br />TO BE FIELD <br />GROUTED. <br />B <br />VARIES <br />6TA\PAP Sr2fv 6EWE <br />GATGh 5AS1\/MANHOLE <br />& NvA\HOLE <br />D <br />E <br />0501 <br />NO SCALE <br />6 <br />MANHOLE <br />CATCHBASIN <br />CASTING <br />(SEE SPECS) <br />1" RUBBER ADJUSTING <br />RING, NO MORTAR <br />CONCRETE ADJUSTING RINGS <br />8 MIL POLY <br />6" CONCRETE COLLAR <br />CASTING (SEE SPECS) <br />6" CONCRETE COLLAR <br />CONCRETE ADJUSTING RINGS <br />8 MIL POLY <br />NOTES: <br />1. USE MINIMUM OF 2-0.2' ADJUSTING RINGS, MAXIMUM OF <br />5-0.2' ADJUSTING RINGS, ALL SET IN MORTAR. <br />2. MANHOLE STEPS SHALL BE PER MNDOT PLATE 4180, TYPE W. <br />STEPS SHALL BE LOCATED ON UPSTREAM WALL FOR PIPE <br />SIZES UP TO AND INCLUDING 15" AND ON SIDE WALL FOR <br />GREATER THAN 15". <br />3. LIDS FOR SANITARY SEWER SHALL BE MARKED "SANITARY" <br />APJUT 1 <br />0 RI GCS & <br />0501 <br />NO SCALE <br />TRANSITION TO <br />B612 STYLE <br />CONC. C&G <br />45° <br />10' <br />VARIES <br />TRIANGULAR <br />SECTION <br />-A <br />GUTTER LINE <br />A <br />VALLEY GUTTER <br />GONIGRETE VALLEY CUTTER <br />3/4"/FT. <br />8" <br />1-18" t <br />SECTION A -A <br />EXPANSION <br />JOINT <br />CONTRACTION <br />JOINTS <br />0501 <br />NO SCALE <br />7 <br />56' <br />10.5' <br />12.0' <br />EL.857.0 <br />0 <br />EL.857.0 <br />12,000 gallon <br />(8.5'x34') <br />O O O <br />0 0 - <br />2' <br />12,000 gallon <br />(8.5'x34') <br />20,000 gallon <br />(10.5'x35.8') <br />EL.869.9 EL.869.5 <br />EL.869.8 <br />EL.870.0 EL.869.6 EL.869.8 <br />EL.857.0 <br />EL.855.0 <br />EL.855.0 <br />04 <br />EL.870.1 EL.869.7 <br />EL.869.9 <br />TOP OF TANKS <br />EL. = 865.5 <br />12,000 gallon <br />(8.5'x34') <br />12,000 gallon <br />(8.5'x34') <br />i <br />12,000 gallon <br />(8.5'x34') <br />EL.870.0 <br />20,000 gallon <br />(10.5'x35.8') <br />EL.870.2 <br />EL.869.8 EL.870.1 <br />TAB GOly <br />PLEX PIACRAv <br />A <br />P ELEVATIO <br />\S <br />20,000 gallon <br />(10.5'x35.8') <br />0501 <br />NO SCALE <br />TRENGFI PRAIN <br />4 <br />VARIES <br />• <br />PAVEMENT <br />SECTION 15-15 <br />REFMR- 6" 0.6 (TYP) <br />EGT I ON A -A <br />DRAIN -TOP OP CAST I NCB <br />SEE GRADE PLAN <br />#3 RE15AR- G 06. (TYP) <br />12I50hAR6E PIPE TO G6/Mf1 <br />8" GOMPAGTEP r)ASE MATERIAL (TYP) <br />GOMPAGTEP SUtSRAPE (TYP) <br />TREN611 SHALL "DERMA-TRENGt Z 556 SYSTEM- SERIES 560/6N <br />z rE\ <br />Gh PAI \ <br />DETAIL <br />0501 <br />NO SCALE <br />Notes: <br />1. INSTALLATION OF 4" OF TOPSOIL REQUIRED ACROSS ALL DISTURBED <br />AREAS. <br />2. TOPSOIL IS DEFINED AS BLACK DIRT COMPOSED OF UNCONSOLIDATED <br />MATERIAL, LARGELY UNDECOMPOSED ORGANIC MATTER WHICH IS <br />SUITABLE FOUNDATION FOR VEGETATIVE GROWTH. <br />3. THE COMPOSITION OF TOPSOIL SHOULD CONTAIN NO MORE THAN <br />THIRTY-FIVE PERCENT (35%) SAND CONTENT. <br />APPROVED: <br />7 - 2019 <br />STANDARD DETAILS: <br />TOPSOIL REQUIREMENTS <br />CITY PLATE No. <br />ERO-6 <br />IfwIK <br />TRIP <br />lEwIK <br />SrfrR <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LA CROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />``` CARLSONE <br />ENGINE <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Name: Daniel J. Wilke, P.E. <br />Signature: <br />Date: 01/30/25 License #:53182 <br />DETAILS <br />EORI <br />VASI <br />kRMS <br /># DATE DESCRIPTION <br />/ \ 03/10/25 <br />Per Owner Comments <br />04/08/25 <br />Per City Comments <br />DRAWN BY DJW <br />SCALE GRAPHIC <br />PROJ. NO. 11224-00 <br />DATE 2025-01-30 <br />SHEET 1782 <br />C501 <br />