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UPHILL <br />FILTER <br />FABRIC <br />POST <br />-III III 11 _ <br />-111-1-1I1- <br />IMBED 6 <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />DOWNHILL <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 />APPROVED: <br />1 - 2016 <br />STANDARD DETAILS: <br />SILT FENCE <br />CITY PLATE No. <br />ERO-1 <br />s° <br />tr.:O <br />41444 <br />1s�•t, tie' <br />0,41);cA1 et �„.I <br />:11�1:�1 �'4 <br />GEOTEXTILE FABRIC <br />MINIMUM 6" DEPTH <br />1"-2" WASHED ROCK <br />NOTE: <br />1. MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWAY 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 0R REMOVAL AND <br />REINSTALLATION OF THE ENTRANCE AS NEEDED. <br />NOT TO SCALE <br />APPROVED: <br />1 - 2016 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE No. <br />ERO-5 <br />DEFLECTOR PLATE <br />OVERFLOWO.CENTER OF FILTER ABBBMBLY <br />OYE RFLU W C ' TOP OF CURB BOX <br />10' FILTER ASSEMBLY <br />HIGH -FLOW FABRIC <br />CURB <br />INLET PROTECTION - WIMCO OR 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 15 COMPLETE. <br />APPROVED: <br />1 - 2016 <br />STANDARD DETAILS: <br />INLET PROTECTION <br />ERO-2 <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 />SUBSOIL <br />GEOTEXTILE FILTER <br />SECTION 8-8 <br />GEOTEXTILE FILTER <br />NOTES: <br />ERRSIONC NTROL <br />FABRIC/MATTING MULCH <br />A <br />SILT FENCE <br />NOTE NOT TO SCALE <br />1. ON SLOPES 4:1 OR GREATER, ANCHOR OR STRAIGHT DISKED STRAW MULCH, SEEDED NETRNG, GABRIC, OR MATTING SUCH AS EXCELSIOR <br />SHALL BE USED TO STABILIZE DISTURBED SOILS. THESE EXPOSED SOILS MUST BE STABILIZED IMMEDIATELY AFTER GRADING OF SOIL IS <br />COMPLETE. <br />2 ASKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILLUSTRATED REGARDLESS OF SLOPE. <br />3 RIP RAP IS CLASS III PLACED I8"THICK. <br />4. FOR PIPE GREATER THAN 48" DIAMETER 0R 58" SPAN, QUANTITY OF GEOTEXTILE FABRIC AND RIP RAP WILL BE HANDLED IN A CASE BY <br />CASE MANNER. <br />5 GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDE of THE AREA EXCAVATED FOR THE RIP RAP MATERIAL. <br />RIP <br />RAP AT RCP <br />OUTLETS <br />GEOTEXTIIF <br />FABRIC <br />ISY) <br />19.6 <br />18" DEPTH <br />RIP RAP <br />(CU. VD) <br />44 <br />DIA OF PIPE <br />OW <br />12 <br />L <br />(FT.) <br />8 <br />15 <br />18 <br />8 <br />10 <br />20.8 <br />25.6 <br />4.8 <br />6 4 <br />21 <br />10 <br />27.4 <br />7.1 <br />24 <br />27 <br />12 <br />12 <br />33.4 <br />35.2 <br />9.2 <br />9.9 <br />30 <br />36 <br />14 <br />16 <br />41.6 <br />50.5 <br />12.3 <br />15 8 <br />42 <br />48 <br />38 <br />20 <br />57B <br />66.5 <br />18.7 <br />22.2 <br />RIP RAP AT RCP -A OUTLETS <br />FFAN <br />OFPIPE <br />(1) <br />3EFABRICLEIB"DEPPH <br />FABRIC <br />I5Y1 <br />06640 <br />(C <br />28 <br />22 <br />28 <br />10 <br />12 <br />256 <br />43.5 <br />6.5 <br />6.1 <br />8.5 <br />46 <br />43 <br />16 <br />16 <br />50.5 <br />5.5 <br />11.2 <br />1.3 <br />58 <br />58 <br />20 <br />20 <br />657.2 <br />65.2 <br />16.9 <br />19.8 <br />APPROVED: <br />9 - 2016 <br />STANDARD DETAILS: <br />RIP -RAP <br />CITY PLATE No. <br />ERO-3 <br />BIOROLL/COMPOST LOG <br />SIDE <br />SLOPE <br />2" X 2" STAKE (TYP) <br />BIOROLL/COMPOST LOG <br />UPHILL <br />HAND EXCAVATE TO PLACE <br />ADJACENT GRADE ROLL BELOW SIDE VIEW <br />FLOW <br />STAKE WITH TOP POINTING <br />UPSTREAM (TYP) <br />SIDE <br />SLOPE <br />6" OVERLAP (TYP) <br />PLAN VIEW <br />STAKE WITH TOP POINTING UPHILL <br />DOWNHILL <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 BIOROLL/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 />CL FRAIL <br />TOPSOIL AND SEED ITY P, <br />� rEXSTING GROUND <br />LS. TYPE P12.5 WEARING COURSE MIXTUxE(SPWEB3404® <br />4. MODIFIED CLASS W(AS REQUIRED) <br />GEOTEXTILE FABRIC <br />BORRO(ASRECHIIRRED) <br />TYPICAL SECTION <br />DOE. GROUND <br />VARIES <br />I Bo��MI <br />® 4" TOPSOIL AND SEED DWI <br />PRO of <br />A0N <br />DITCH SECTION <br />NOTES: <br />G) SEE CITY PLATE STR-26 <br />® SEE CITY PLATE ERO-6 <br />O BITUMINOUS MIXTURE MAY BE MODIFIED PER PLAN. <br />4. APPROVED TOPSOIL MUST MEET ORGANIC CONTENT <br />SPECIFICATIONS FOR ENTIRE BOULEVARD IN AREAS <br />INCLUDING BOULEVARD TREES. <br />-2 TWEFABRWEARI <br />IC <br />COURSE MIXTURE (SPWEB30C)GEOTIDOILE ® <br />10" SELECr W (ERB:WIRED) <br />MC IRS REQUIRED) <br />NOTE: NOT TO SCALE <br />APPROVED: <br />1-2024 <br />City of (j< <br />RAMSEY <br />CITY PLATE No. <br />PARK-1 <br />STANDARD DETAILS: <br />BITUMINOUS TRAIL <br />DATE <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer u erthewyw <br />las of the St of Minnesota <br />JOE FE RT CEK <br />Date 0 21/25 <br />Lic No 57095 <br />DESIGNED BY: <br />JJF <br />DRAWN BY: <br />JJF <br />DATE <br />03/21/25 <br />CHECKED BY: <br />JJF <br />FILE <br />25-03 <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />CITY DETAILS <br />S.A.P. 199-106-012 / S.A.P 199-107-010 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />07 <br />OF <br />84 <br />