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UPHILL <br />FILTER <br />FABRIC <br />POST <br />DOWNHILL <br />11 <br />'IMBED 6" <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />I_I I ' -I I I - <br />MINIMUM TRENCH <br />6" wide by 6" deep <br />INSTALL AS PER FILTER FABRIC <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />SILT FE\CE DETAIL <br />NO SCALE <br />APPROVED: <br />1 - 2016 <br />City of #,- <br />RAMSEY <br />STANDARD DETAILS: <br />SILT FENCE <br />CITY PLATE No. <br />ERO-1 <br />SILT FENCE <br />INSTALLATION DETAIL <br />NOT TO SCALE <br />HIGH -FLOW FABRIC <br />MIRAFI FF101 <br />I\LET POTECTIO\ WIfV <br />DEFLECTOR PLATE <br />OVERFLOW 1O- CENTER OF FILTER ASSEMBLY <br />OVERFLOW02 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />CO 0' 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 - 201 6 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />INLET PROTECTION <br />CITY PLATE No. <br />ERO-2 <br />CATCH BASIN INLET <br />PROTECTION DEVICE <br />NOT TO SCALE <br />W:\2025\Civil\12256081 - Brookside Terrace\3. Working Docs\C. Drawing Files\1XXXX - C500 Details.dwg <br />RIP RAP <br />�_•V•��'�[�IIII <br />B <br />SUBSOIL FABRIC / EROSIONINCONTROL <br />1gra <br />GEOTEXTILE FILTER <br />SECTION B-B <br />y4.0imitiv20/ <br />pmAepail <br />.=x <br />SILT FENCE <br />C-►.. <br />04.!0 <br />A 2, <br />RIP RAP RIP RAP <br />V <br />.�//�.4.4 <br />1'r <br />° <br />•IA. <br />A <br />1--2'-( <br />SILT FENCE <br />B <br />L <br />• <br />2" <br />PLAN • <br />GEOTEXTILE FILTER <br />SUBSOIL I-- <br />II- <br />m-m- <br />IL <br />T- <br />1 r <br />- ' <br />IIIiI II II= <br />-_ <br />SECTION A -A <br />NOTE: NOT TO SCALE <br />NOTES: <br />1. ON SLOPES 4:1 OR GREATER, ANCHOR OR STRAIGHT DISKED STRAW MULCH, SEEDED NETTING, 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. A SKIRTING 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 18" THICK. <br />4. FOR PIPE GREATER THAN 48" DIAMETER OR 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 SIDES OF THE AREA EXCAVATED FOR THE RIP RAP MATERIAL. <br />RIP RAP AT RCP OUTLETS <br />RIP RAP AT RCP -A OUTLETS <br />DIA. OF PIPE <br />(IN.) <br />L <br />(FT.) <br />GEOTEXTILE <br />FABRIC <br />(SY) <br />18" DEPTH <br />RIP RAP <br />(CU. YD) <br />SPAN <br />OF PIPE <br />(IN.) <br />L <br />(FT') <br />GEOTEXTILE <br />FABRIC <br />(SY) <br />18" DEPTH <br />RIP RAP <br />(CU. YD) <br />12 <br />8 <br />19.6 <br />4.4 <br />22 <br />10 <br />25.6 <br />6.1 <br />15 <br />8 <br />20.8 <br />4.8 <br />28 <br />12 <br />33.2 <br />8.5 <br />18 <br />10 <br />25.6 <br />6.4 <br />36 <br />14 <br />41.5 <br />11.2 <br />21 <br />10 <br />27.4 <br />7.1 <br />43 <br />16 <br />50.5 <br />14.3 <br />24 <br />12 <br />33.4 <br />9.2 <br />51 <br />18 <br />57.5 <br />16.9 <br />27 <br />12 <br />35.2 <br />9.9 <br />58 <br />20 <br />65.2 <br />19.8 <br />30 <br />14 <br />41.6 <br />12.3 <br />COR INFILTRATION <br />36 <br />16 <br />50.5 <br />15.8 <br />FES 8 88 30 88 58 <br />42 <br />18 <br />57.8 <br />18.7 <br />48 <br />20 <br />66.5 <br />22.2 <br />FES 8A 115 38 125 88 <br />APPROVED: <br />9 - 2016 <br />City of . <br />STANDARD DETAILS: <br />RIP -RAP <br />MODIFIED: <br />5 - 2019 <br />RAMSEY <br />CITY PLATE No. <br />ERO-3 <br />RIP -RAP AT OUTLETS <br />NOT TO SCALE <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 />1/3 OR 2" OF <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 />PLA\ VIEW <br />STAKE WITH TOP POINTING UPHILL <br />DOWNHILL <br />45° <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 />SEDIMENT LOG DETAIL <br />NOT TO SCALE <br />0 <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 OR REMOVAL AND <br />REINSTALLATION OF THE ENTRANCE AS NEEDED. <br />APPROVED: <br />1 - 2016 <br />City of V4]RAMSE <br />NOT TO SCALE <br />STANDARD DETAILS: <br />ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE No. <br />ERO-5 <br />ROCK CONSTRUCTION ENTRANCE <br />NOT TO 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 />TOPSOIL DETAIL <br />NOT TO SCALE <br />PROPERTY LINE <br />x <br />0 <br />CO <br />CC <br />0 <br />z <br />2 <br />HEIGHT OF <br />CURB BOX TO <br />BE ADJUSTED <br />TO PROPOSED <br />GRADING <br />FILL AS <br />NECESSARY <br />STORM SEWER <br />CORP. COCK <br />COPPER WATER SERVICE <br />PROVIDE SOME SLACK <br />TO ALLOW FOR <br />SETTLEM ENT. <br />SUPPORT CURB BOX <br />WITH CONC. BRICK (TYP) <br />If? <br />N <br />WATERMAIN <br />SANITARY SEWER <br />WATER SERVICE <br />NTS <br />MIN.4""T" <br />TYPE FENCE <br />POST <br />PAINTED <br />BLUE <br />CURB BOX <br />NOTES: <br />1. 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL WATER LINES (FOR DETAILED INFO. REFER <br />TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE SPECIFICATION AT WWW.MRWA.COM) <br />APPROVED: <br />1 - 2024 <br />City of #k <br />RAMSEY <br />STANDARD DETAILS: <br />WATER SERVICE <br />CITY PLATE No. <br />WAT-2 <br />RESIDENTIAL WATER <br />SERVICE CONNECTION <br />NOT TO SCALE <br />WOOD <br />MARKER AT \ <br />ALL SERVICES <br />MINIMUM OF <br />2' ABOVE <br />GROUND LINE <br />AND MARKED <br />WITH GREEN \ <br />PAINT <br />WOOD <br />MARKER AT <br />ALL SERVICES . <br />MINIMUM OF \ <br />2' ABOVE <br />GROUND LINE \ <br />AND MARKED ti <br />WITH GREEN \ <br />PAINT <br />MAY REQUIRE A RISER AT <br />TO GET SEWER OUT OF THE <br />TABLE <br />NOTES: <br />1. 12 GAUGE COPPER CLAD <br />DETAILED INFO. REFER <br />SPECIFICATION AT WWW.MRWA.COM) <br />o <br />' <br />r <br />§ <br />c2 <br />[PLUG <br />THE <br />TO <br />MAIN 13' DEEP OR LESS <br />-ADAPTER <br />/ 22 1/2° BEND <br />• <br />f GROUND LINE <br />GRANULAR <br />PLUG SDR-26 <br />PVC PIPE (TYP.) <br />.02'/FT -+ <br />WYE AT 10 0R 2 <br />O'CLOCK POSITION <br />MAIN MORE THAN <br />BEDDING <br />13' DEEP <br />\_GROUND LINE <br />GRANULAR <br />SDR-26 <br />PVC PIPE <br />. 02'/FT <br />LENGTH <br />END VARIES <br />WATER <br />WYE AT 10 OR <br />O'CLOCK POSITION <br />STEEL TRACER WIRE <br />MINNESOTA RURAL <br />BEDDING <br />(TYP.) <br />45° BENDS <br />APPROVED SDR-26 <br />ADAPTER <br />22 1/2° BEND <br />� <br />Y <br />2 <br />IS REQUIRED <br />WATER <br />5' M I N_ <br />I. <br />WITH <br />ASSOCIATION <br />ALL SEWER LINES (FOR <br />TRACER WIRE <br />APPROVED: <br />1 - 2024 <br />STANDARD DETAILS: <br />l SANITARY SEWER SERVICE <br />City of i <br />RAMSEYCITY <br />PLATE No. SEW-3 <br />RESIDENTIAL SANITARY <br />SERVICE CONNECTION <br />NOT TO SCALE <br />z <br />0 <br />0 <br />VJ <br />z <br />0 <br />0 <br />0 <br />0 <br />z <br />z <br />W <br />0 <br />c>3 <br />0 <br />a) <br />0 <br />_0 <br />c>3 <br />J <br />N <br />LO <br />CO <br />0 <br />L <br />z <br />a) <br />c>3 <br />J <br />a) <br />a) <br />-a <br />_c <br />U <br />c <br />0) <br />c <br />0 <br />LO <br />0) <br />c <br />w <br />c <br />0 <br />;n <br />J <br />c <br />0 <br />i- <br />U <br />0 <br />0_ <br />Wz <br />2 <br />W <br />Et 2 <br />Et CI <br />W <br />W <br />o <br />(n� m <br />W <br />O� <br />O° <br />I..L <br />M <br />W <br />L:E) <br />I hereby certify that this plan, <br />specifications or report was prepared <br />by me or under my direct supervision <br />and that I am a duly Licensed <br />Professional Engineer under the laws <br />of the State of Minnesota. <br />i/a/A-1„__ <br />First M. Last, P.E. <br />Date: 08.13.25 Lic. No.: 25520 <br />Rev. Date Description <br />08.13.25 City Comments <br />Project #: 12256081.000 <br />Drawn By: TRK <br />Checked By: TJH <br />Issue Date: 08.13.25 <br />Sheet Title: <br />DETAILS <br />Sheet: <br />