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UPHILL <br />FILTER <br />FABRIC <br />POST <br />-1R=- <br />IIIIT ICI TIT111 =�- <br />MBED 6" <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />DOWNHILL <br />Irlll- <br />- - I <br />MINIMUM TRENCH <br />6" wide by 6" deep <br />INSTALL AS PER FILTER FABRIC <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />APPROVED: <br />1 - 2016 <br />SILT FENCE DETAIL <br />NO SCALE <br />City of ti <br />RAMSEY <br />STANDARD DETAILS: <br />SILT FENCE <br />CITY PLATE No. <br />ER0-1 <br />MNDOT 2016 SPEC <br />MNDOT 2016 SPEC TABLE 3877-1 COMMON TOPSOIL BORROW <br />REQUIREMENT RANGE TEST METHOD <br />MATERIAL PASSING THE 3/4 IN ) 19MM I 100% ASTM D 422 <br />MATERIAL PASSING NO. 4 14.75MM I >85% - <br />CLAY <br />SILT <br />SAND <br />ORGANIC MATTER <br />off <br />5% -35% <br />5% - 70% <br />10% - 75% <br />3% - 15% <br />6.1 - 7.8 <br />ASTM D 422 <br />ASTM D 422 <br />ASTM D 422 <br />ASTM D 2974 <br />ASTM G 51 <br />NOTE: <br />1. INSTALLATION OF 4" OF TOPSOIL MEETING MNDOT SPECIFICATION <br />3877A COMMON TOPSOIL BORROW, MAY BE REQUIRED ACROSS ALL <br />DISTURBED AREAS. <br />2. A SOIL CERTIFICATION FROM A GEOTECHNICAL FIRM MUST BE <br />PROVIDED VERIFYING THE TOPSOIL MEETS SPECIFICATION ALONG WITH <br />LOAD TICKETS TO VERIFY THE SOURCE OF MATERIAL AND QUANTITY. <br />3. TOPSOIL MUST COME FROM A CITY APPROVED SOURCE. <br />APPROVED: <br />1 - 2016 <br />• 13olton & Menk, Inc. 2018, All Rights Reserved <br />R:\RAMS\R16114473\CAD\114473C201.dwg 4/4/2018 3.32 PM <br />STANDARD DETAILS: <br />TOPSOIL REQUIREMENTS <br />CITY PLATE No ERO-6 <br />SECTION AA' <br />NO, L: NOI it) SLA <br />NOSES. <br />1. ON SLOPES 4:10RGREATER, ANCHOR OR STRAIGHT DISKED STRAW MULCII, SEEDED NETTING, GABRIC, OR MATTING SUCH AS EXCELS <br />SHALL BE USED TO 57A9ILQE DISTUR(EO 50115. TRESS 686056P 50145 MUST 8E STABILLCED IMMEDIATELY AFTER GRADING OF 501 <br />COMPLETE. <br />2. A SKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILLUSTRATED REGARDIE55 OF SLOPE. <br />9. RIP RAP 15 CLASS 111 PLACED 18' THICK. <br />4. FOR PIPE GREATER THAN 48" DIAMETER OR 56" SPAN. OUMYITY OF GEOTE%TILE FABRIC AND RIP RAP WILL BE HANDLED IN A CASE <br />CASE MANNER.. <br />S CFOTFKTIIF FARRICSHAMi (OVFR THE ROTTOM A <br />RIP RAP AT RCP OUTLETS <br />IA. OF PIPE L OWI e0IIL618" MY IEl <br />(IN.) (F7) FABRIC RIP RAP <br />12 <br />15 <br />18 <br />21 <br />24 <br />27 <br />30 <br />36 <br />42 <br />48 <br />10 <br />10 <br />12 <br />12 <br />14 <br />16 <br />18 <br />20 <br />111.6 <br />20.8 <br />25.6 <br />27.4 <br />33.4 <br />35.2 <br />41.6 <br />50.5 <br />57.8 <br />66.5 <br />APPROVED: <br />9 - 2016 <br />ICU. WA <br />4.4 <br />4.8 <br />6.4 <br />7.1 <br />9.2 <br />9.9 <br />12.3 <br />15.6 <br />18.7 <br />22 2 <br />IMPORTANT <br />HINGED <br />CONNECTIONS <br />(TO BE FREE <br />OF RIP RAP <br />AND BACKFILL) <br />SPAN <br />OF PIPE <br />(IN.) <br />22 <br />28 <br />36 <br />43 <br />51 <br />58 <br />RIP RAP AT RCP -A OUTLETS <br />L GLDILXI ILL 18" oN1 <br />(FT.) FABRIC RIP RA <br />/SY1 ICU. YI <br />10 L 8.,_ <br />12 33.2 8.5 <br />14 41.5 11.2 <br />16 50.5 14.3 <br />]$ 57.5 16.9 <br />20 65.2 19.6 <br />STANDARD DETAILS: <br />RIP -RAP <br />NOTE: <br />GUARDS MUST BE INCORPORATED ON <br />ALL INSTALLATIONS EXCEPT WHERE <br />SPECIFICALLY ALLOWED OTHERWISE BY <br />THE CITY ENGINEER. <br />BOLT LOCATIONS <br />APPROVED: <br />2 - 2006 <br />City of ffe- <br />RAMSEY <br />6" MAX. <br />IALL GUARDS TO HAVE (1) <br />CROSS BAR - 60" AND <br />UP TO HAVE (2) EQUALLY <br />SPACED <br />HPIPE BOLT BAR <br />SIZE DIA. SIZE <br />z 12"-24' 5/8" 5/8•'I <br />0 27"-4813/4" 3/4"I <br />1" <br />0 22 -29' 5/8" 5/8" <br />a 36'•-59I:3/4d 3((4"I <br />-I65"-88I` 1" 1" I <br />NOTE: COATINGS ARE <br />AS SPECIFED <br />ELSEWHERE <br />x <br />IMPORTANT <br />=GNU`' <br />STANDARD DETAILS: <br />TRASH GUARD <br />0111 PLATE No. <br />STO-8 <br />BOLTON 75 <br />& MENK E <br />