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2 <br />Oi <br />UPHILL <br />FILTER <br />FABRIC <br />POST <br />'I i 1=1 I 1=1ill—_ <br />IMBED 6 <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />DOWNHILL <br />.III —I <br />MINIMUM TRENCH <br />6" wide by 6" deep <br />INSTALL AS PER FILTER FABRIC <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />SILT FENCE DETAIL <br />NO SCALE <br />)16 <br />STANDARD DETAI_S: <br />SILT FENCE <br />CITY PLATE No <br />ERO-1 <br />GEOTEXTILE FABRIC <br />MINIMUM 6" DEPTH <br />1"-2" WASHED ROCK <br />NOTE: <br />1. MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWA" WIDTH. <br />2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO <br />PUBLIC ROAD. <br />3. MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS <br />MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND <br />REINSTALLATION OF THE ENTRANCE AS NEEDED. <br />NOT TO SCALE <br />APPROVED: <br />1 — 2016 <br />STANDARD DETAI_S: <br />ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE. No <br />ERO-5 <br />DPP! PCTIIII PI ATP <br />por Ho LK <br />0W®TOP OF 6_. <br />°F <br />10. FILTER ASSEMBLY <br />CO :IOW <br />1-1,01 <br />INLET PROTECTION WIMCO 0R EQUAL <br />N.T.S. <br />NOTE: <br />THIS INLET PROTECTION SHALL BE USED IMMEDIATELY <br />FOLLOWING CURB & GUTTER CONSTRUCTION. INLET <br />PROTECTION SHALL REMAIN INSTALLED AND MAINTAINTED <br />UNTIL ALL HOME CONSTRUCTION IS COMPLETE. <br />APPROVED: <br />1 — 2016 <br />STANDARD DETAI_S: <br />INLET PROTECTION <br />CITY PLATE No <br />ERO-2 <br />NOTE: <br />GUARDS MUST BE INCORPORATED ON <br />ALL INSTALLATIONS EXCEPT WHERE <br />SPECIFICALLY ALLOWED OTHERWISE BY <br />THE CITY ENGINEER. <br />IMPORTANT <br />71/ <br />HINGED <br />CONNECTIONS <br />(TO BE FREE <br />OF RIP RAP <br />AND BACKFILL) <br />BOLT LOCATIONS <br />APPROVED: <br />2 — 2006 <br />6 MAX. <br />BALL GUARDS TO HAVE (1) <br />CROSS BAR — 60" AND <br />UP TO HAVE (2) EQUALLY <br />SPACED <br />PIPE <br />SIZE <br />BOLT <br />DIA. <br />BAR <br />SIZE <br />12"-24' <br />27"-48 <br />54"-90 <br />5/8" <br />3/4" <br />5/8" <br />3/4" <br />1" <br />22"-29 <br />36"— 59 <br />65"-88 <br />5/8" <br />3/4" <br />1" <br />5/8" <br />3/4" <br />1" <br />NOTE: COATINGS ARE <br />AS SPECIFED <br />\14\ a/ ELSEWHERE <br />IMPORTANT `. <br />STANDARD DETAI_S: <br />TRASH GUARD <br />CTY PLATE No <br />STO-8 <br />MP RN <br />GEOTERDI FILTER <br />[SECTION -dl <br />GEOTFulLE FRTERk <br />ISECIION A -A <br />PLAN <br />/!p{[ IE1717721SGRE <br />S, ON ROPES4:1 OR6REATE6,FNCHOR OR SIRMGHr 0155E6 STRAW MULCH.58FOlO NETTING. 6R6P}C, OR MFTTRI5 MN AS ELE11.5011 <br />9F44 PF USED TO STARILTIF M10URRFo 6TRL5. THESE E6P#.EO SOILS MUST RE STADIUM IMMF2ULTELT DETER 4RAMN2 08 SOIL O <br />CTRME E <br />R. AM ATO&OE FAQSKN1 WNSROL KRAKOR MULCH MOST REMSEOTOPROTECT O1SLRESASRL6STNATED ARCANEESS OF KM <br />F. WRAP ID OARS 11I 01421811' TN1V., <br />4. MR PIE GREATER 'MAN 1i' MAMMA! OR Sr SPAN, WORMY OF 540715E1I1E MGM NND PPP RN WRL EE 144N9240 IN A 5ASE <br />KALE MATINTH. <br />6. 6FmFmILCFARRESK LCGVIXTED660II9MA119.4Ni9F M 4REROM DATiREFOR LW. LIP MAURO, <br />RIP RAP AT RCP OUTLETS <br />DI0.10F'PIPE <br />(FT.}GE <br />� <br />FABRIC <br />an <br />3 DEPTH <br />RIP RAP <br />(CD VIA <br />12 <br />8 <br />19.6 <br />44 <br />4.8 <br />18 <br />10 <br />256 <br />6.4 <br />24 <br />22 <br />12 <br />12 <br />334 <br />35 2 <br />9.2 <br />30 <br />14 <br />416 <br />12.3 <br />48 <br />20 <br />66.5 <br />22.2 <br />RIP RAP AT RCP -A OUTLETS <br />SPAN <br />OF(IN <br />N1 <br />L <br />GE4 <br />FAB <br />RIC BRICRIP <br />an <br />3DEPTH <br />RAP <br />(CD Vol <br />22 <br />10 <br />25 6 <br />6.1 <br />8.5 <br />36 <br />14 <br />41 5 <br />11.2 <br />51 <br />1a <br />575 <br />16.9 <br />FRAME <br />24" <br />27 46" <br />35 7R6" <br />SECTION A —A <br />(2) C.I. <br />LIFT HANDLES <br />y" <br />CROWN <br />COVER <br />25 Y." <br />-r <br />(3) STACKING LUGS <br />00 120' APART <br />SE_ :ELF <br />S :FLAIL <br />SECTION B—B <br />MATCH GROOVE <br />IN LID SEAT FOR Y." <br />DIA. POLYSCPRENE GASKET <br />40 DUROVETER <br />SELF SEAL DETAIL <br />NOTE: NOT TO SCALE <br />APPROVED: <br />11 — 2015 <br />STANDARD DETAI_S: <br />WATER TIGHT CASTING <br />CJY PLATE No <br />SEW-2 <br />BIOROLL/COMPOST LOG FLOW STAKE WITH TOP POINTIN.; <br />SIDE <br />SLOPE <br />2" X 2" STAKE (TYP) <br />UPSTREAM (TYP) <br />6" OVERLAP (TYP) <br />PLAN VIEW <br />BIOROLL/COMPOST LOG <br />UPHILL <br />SIDE <br />SLOPE <br />STAKE WITH TOP POINT NG UPHILL <br />DOWNHILL <br />45 `—.... <br />HAND EXCAVATE TO PLACE <br />1/3 OROLL BELOW <br />ADJACENT GRADE SIDE VIEW <br />NO SCALE <br />NOTE: <br />STAKE INTO GROUND WITH WOOD STAKES DRIVING STAKE 6" INTO GROUND AND <br />PROTRUDING 2" ABOVE LOG <br />WOOD STAKES ARE A MINIMUM 0.5" X 2" X 16" AND PLACED EVERY 1' UNLESS <br />PRECLUDED BY A ROCK <br />WHEN MORE THAN 1 BI0R0LL/COMPOST LOG IS NEEDED, OVERLAP ENDS A <br />MINIMUM OF 6" AND STAKE <br />WOOD STAKES ARE DRIVEN THROUGH BACK HALF OF BIOROLL OR COMPOST LOG <br />AT 45' ANGLE WITH TOP OF STAKE POINTING UPHILL <br />APPROVED: <br />3 — 2016 <br />STANDARD DETAILS: <br />BIO ROLL (COMPOST LOG) <br />CITY PLATE No <br />ERO-4 <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVMON AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA <br />KEVIN P. KIE <br />B// <br />uc No 23211 DATE <br />8/20/2024 <br />BOLTON <br />& MENK <br />7533 SU N WOOD DR NW, SUITE 206 <br />RAMSEY, MN 55303 <br />Phone: (763) 433-2851 <br />Email: Ramsey@bolton-menk.com <br />www.bolton-menk.com <br />DESIGNED ZFL <br />DRAWN TJH <br />NO <br />ISSUED FOR <br />DATE <br />CHECKED KPK <br />CITY OF RAMSEY, MINNESOTA <br />RIVERS BEND REGIONALSTORMWATER IMPROVEMENTS <br />CLIENTCP 25-01 <br />PRO1 NO <br />DETAILS <br />SHEET <br />6 <br />OF <br />12 <br />