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• <br />A 5 FT. GREEN CARSONITE <br />MARKER SHALL BE <br />INSTALLED NEXT TO ALL <br />STRUCTURES NOT IN A <br />PAVED OR HARD SURFACE. <br />CASTING SEE <br />CITY PLATE NO. SEW-2 <br />RAP OUTSIDE OF RINGS <br />WITH WATER TIGHT <br />PRODUCT <br />SHIMS USED FOR <br />LEVELING SHALL BE <br />METAL OR CONCRETE, <br />RUBBER WATERPROOF <br />GASKETS REQUIRED <br />FOR PIPE INSERTS <br />MANHOLE INVERT <br />SHALL BE SLOPED <br />TO PROVIDE <br />SMOOTH FLOW <br />FROM INLET TO <br />OUTLET. <br />NOTES: <br />1. A 10 GAGE SOLID COPPER TRACER WIRE IS REQUIRED WITH ALL SEWER LINES. <br />2. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE. <br />3. TRACER WIRES ARE TO END IN STRUCTURES, AT FINISHED GRADE ON ALL SERVICES AND <br />STUBS. <br />4. 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. OF DEPTH, INCREASE BASE THICKNESS <br />2" PER 6 FT. OF DEPTH BEYOND 14 FT. <br />5. 5" PRECAST BASE MAY BE USED FOR MANHOLES LESS THAN 14 FT. DEEP. <br />6. ALL INVERTS TO BE 0.10' ABOVE OUTLET, <br />APPROVED / STANDARD DETAILS: <br />1 - 2016 SANITARY MANHOLE <br />PRECAST ECCENTRICI <br />REDUCER SECTION <br />16 "O.0. <br />GROUT DOG HOUSE <br />FLO <br />GROUT BOTTOM TO SLOPE <br />TOWARD PIPE AS SHOWN <br />BY ARROWS. <br />FORM 1/2 PIPE SECTION OF <br />LARGEST DIAMETER PIPE <br />CONCRETE ADJUSTMENT RINGS <br />MAX 7-2" RINGS TO BE <br />INSTALLED. <br />MIN. 2-2" RINGS TO BE <br />INSTALLED. <br />GROUT BETWEEN RINGS. <br />ALL INTERIOR JOINTS SHALL <br />BE GROUTED TO A SMOOTH <br />FINISH. <br />ITTEPS AS PER STANDARD <br />m PLATE OR DETAIL <br />A <br />WALLS TO BE CONSTRUCTED <br />OF PRECAST SECTIONS, <br />JOINTS SHALL BE <br />CONSTRUCTED WITH <br />CONFINED 0—RING GASKETS. <br />CONCRETE SLAB <br />16" BREAK —OFF SECTION <br />CONCRETE <br />UNDISTURBED <br />SOIL <br />tI <br />PLASTIC <br />LAYER <br />1 <br />MIN <br />STANDARD DETAIL <br />City of <br />RAMSEY <br />CITY PLATE No. <br />4' RED FLEX MARKER <br />5' <br />OR AS SHOWN ON PLANS <br />2'-6" <br />r VALVE BOX <br />cD <br />z <br />0.351 <br />1\_6" .VALVE <br />6" D.I.P <br />18"X18' X5" CONC. BASE <br />1 <br />SEW-1 <br />—EDGE OF MAT <br />OR BACK OF <br />CURB. <br />182 MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />0 <br />CURB BOX <br />FRAM E <br />24" <br />27 946" — <br />35 746" — <br />SECTION A: <br />APPROVED: <br />11 - 2015 <br />PROPERTY LINE <br />i <br />HEIGHT <br />CURB BC <br />TO BE <br />ADJUSTE <br />TO <br />PROPOSE <br />GRADING <br />