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1. ALL SUBGRADE IS TO BE COMPACTED TO THE RECOMMENDATIONS OF THE <br />GEOTECHNICAL EVALUATION REPORT PRIOR TO PLACEMENT OF TOPSOIL. <br />2. COMPACTION MUST BE MAINTAINED UP TO THE BUILDING FOUNDATION PERIMETER PER <br />THE RECOMMENDATIONS OF THE GEOTECHNICAL EVALUATION REPORT. IN NO CASE <br />SHALL COMPACTION BE LESS THAN 95% STANDARD PROCTOR ADJACENT TO THE <br />BUILDING PERIMETER. <br />3. SUBGRADE SHALL BE COMPACTED SO THAT TOPSOIL SHALL NOT EXCEED A MAXIMUM <br />OF 6 INCHES. IN NO CASE SHALL GREATER THAN 6 INCHES OF TOPSOIL BE PLACED <br />WITHIN 10 FEET OF THE BUILDING PERIMETER. <br />4. DURING FINAL GRADING & PRIOR TO PLACING TOPSOIL WITHIN 4 FEET OF THE <br />BUILDING PERIMETER, USE A JUMPING JACK COMPACTOR OR OTHER EFFECTIVE MEANS <br />TO RECOMPACT THE SOILS ADJACENT TO THE BUILDING TO PREVENT SETTLING. <br />GS.I I NO SCALE <br />2 <br />PLACE 4"x 4" - 4' ABOVE <br />WATER ROUGH IN <br />EXTEND WATER <br />SERVICE W/FLANGE 6" ABOVE <br />FIRST FLOOR ELEVATION. <br />FIRST FLOOR <br />CAP SEWER SERVICES <br />±36" BELOW FIRST FLOOR. <br />INSTALL 2" X 2" MARKING POST. <br />8" PVC <br />SCH.40 <br />90' BEND - <br />90` ELBOW - <br />NO SCALE <br />NO SCALE <br />6" DIP WATER I <br />7.5' MIN. <br />COVER <br />FOR WATER <br />FOOTING COMPACTED <br />GRANULAR 9ACKFILL 1 <br />UNDER FOOTING <br />- - <br />STAPLE <br />(TYP) <br />FLOW <br />DIRECTION <br />NOTES: <br />1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION <br />OF LIME, FERTILIZER AND/OR SEED. <br />2. BEGIN AT THE TOP OF THE SLOPE (OR CHANNEL) BY ANCHORING THE <br />BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT <br />THE TRENCH AFTER STAPLING. <br />3. ROLL THE BLANKETS DOWN (STARTING DOWNSTREAM PROCEEDING <br />UPSTREAM) HORIZONTALLY ACROSS THE SLOPE. <br />4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH A <br />MINIMUM 4" OVERLAP. <br />5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE <br />BLANKETS END OVER END (SHINGLE STYLE) WITH MINIMUM 6" <br />OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO <br />SECURE BLANKETS. <br />6. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS <br />RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF <br />STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A <br />SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. <br />7. THE TERMINAL ENDS OF THE BLANKETS MUST BE ANCHORED IN A 6" <br />DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH <br />AFTER STAPLING. <br />GALVANIZED GRATE (SPLIT) <br />4"X4" OPENINGS <br />920.0 <br />921.0 <br />0 <br />48" <br />o <br />DIA. <br />° <br />r918.0 <br />FLOW <br />12" RCP r915.0 915.0 <br />NO SCALE <br />WEIR WALL <br />TOP ELEA 933.50 <br />LOW <br />12" PE <br />IE 931.50 <br />NO SCALE <br />12„ RCP <br />ORIFICE <br />48" DIA. <br />NWL POND <br />MIN. <br />NEENAH CASTING R-1733 <br />RE 936.00 <br />e <br />4" ORIFICE <br />XX <br />- LOW <br />12" PE <br />IE 931.50 <br />NOTES: <br />1. 54" THRU 120" DIA. STRUCTURES ARE MANUFACTURED WITH BELL END <br />FACING DOWN. <br />2. STRUCTURES ARE MANUFACTURED IN ACCORDANCE WITH ASTM C-478 <br />AND WIDOT 611 WITH RUBBER GASKET JOINTS. <br />3. PROVIDE MORTAR FILLETS TO FIT THE BOTTOM PORTION OF PIPE TO <br />DIRECT FLOW TO OUTLET HALF -WAY UP PIPE MINIMUM. <br />4. COVER SLAB DESIGN <br />VARIES WITH CASTING. <br />5. REINFORCING STEEL SHAL <br />BE PER ASTM C-478 AN <br />WIDGT 611. <br />A <br />B <br />C <br />D <br />E <br />48" <br />5" <br />64" <br />8" <br />8" <br />54" <br />5.5" <br />72" <br />8" <br />8" <br />60" <br />6" <br />78" <br />8" <br />8" <br />66" <br />6.5" <br />85' <br />8' <br />8" <br />72" <br />7" <br />92, <br />8, <br />8" <br />78" <br />7.5" <br />100' <br />8' <br />8" <br />84" <br />8" <br />106" <br />8" <br />8" <br />90" <br />8.5" <br />114" <br />8" <br />8" <br />96" <br />9" <br />120" <br />8" <br />8" <br />102" <br />9.5" <br />127" <br />12" <br />8" <br />108" <br />10" <br />132" <br />12" <br />12" <br />120" <br />10" <br />146" <br />12" <br />12" <br />B � � A � � B E <br />L <br />D <br />OVERSIZED HOLE <br />o` FOR PIPE OPENINGS -p* <br />TO BE FIELD <br />GROUTED. <br />VARIES <br />IZAVAAZ <br />1 /2" R <br />3" R <br />3" R 1 , <br />3 <br />3=_ 4 <br />C _ a <br />CURB a <br />7' A <br />Q a <br />Q <br />\ a <br />AGG. BASE <br />1 /2" R <br />6" <br />NO.4 X 24" DOWEL <br />SPACED 36" C-C <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />BEDDING <br />GS.I I NO SCALE <br />AGO. BASE <br />12" <br />* TIPOUT CURB SHALL SLOPE OUT AT 3/4" PER FOOT. <br />MANHOLE casrlNG <br />(SEE SPECS) <br />1" RUBBER ADJUSTING <br />RING, NO MORTAR <br />CONCRETE ADJUSTING RINGS 4 <br />30 MAX. 8 MIL POLY <br />16" 6" CONCRETE COLLAR <br />e e <br />CATCHBASIN <br />CASTING (SEE SPECS) <br />P>6' 6" CONCRETE COLLAR <br />CONCRETE ADJUSTING RINGS <br />8 MIL POLY <br />NOTES: <br />1. USL MINIMUM OF 2 0.2' ADJUSIING RINGS, MAXIMUM OF <br />5-0.2' ADJUSTING RINGS, ALL SET IN MORTAR. <br />2. MANHOLE STEPS SHALL BE PER MNDOT PLATE 4180, TYPE W. <br />STEPS SHALL BE LOCATED ON UPSTREAM WALL FOR PIPE <br />SIZES UP TO AND INCLUDING 15" AND ON SIDE WALL FOR <br />GREATER THAN 15". <br />3. LIDS FOR SANITARY SEWER SHALL BE MARKED "SANITARY" <br />1 <br />"'^1CTED BACKFILL <br />,RSE FILTER AGGREGATE <br />Bc = OUTSIDE DIAMETER OF PIPE <br />COMPACTED BACKFILL <br />12" <br />GRANULAR BEDDING <br />6" <br />J <br />to z <br />Z_ o W <br />i <br />v <br />Z E <br />N <br />LIJ <br />Z <br />LU <br />Z i <br />U <br />Z 7 Z <br />w <br />? <br />F <br />Z <br />W U) W <br />Q <br />p <br />J <br />m <br />J <br />Z <br />o� <br />O <br />U <br />O z <br />LU <br />5 <br />/ <br />OI <br />in <br />ui <br />LL <br />ONI <br />r\ <br />Z <br />w <br />> <br />OD <br />a, <br />oc V <br />LU <br />M <br />U% <br />w <br />0 <br />x <br />w <br />1 <br />V <br />C <br /><a <br />Z <br />/ <br />C <br />n <br />Q <br />cn <br />Oi <br />w <br />x <br />IT <br />a <br />M <br />m <br />M <br />Frn <br />O <br />F�1 <br />N <br />fa <br />U) <br />0 <br />J <br />= <br />U) <br />LU <br />W <br />C: <br />2 <br />-a <br />L <br />Q <br />L2 <br />i <br />0 <br />Z <br />J <br />Lft. <br />r <br />Z ri <br />o <br />LULU <br />CV) <br />G Z) 0 <br />azLr) <br />LU z <br />0 > <br />LULn = p <br />WQ0O <br />oZ <br />(j) <br />W <br />0 <br />F�1 <br />REVISIONS <br />1. 07/17/24 Per City Comments <br />DRAWN BY: <br />DJW <br />DESIGNED BY: <br />DJW <br />ISSUE DATE: <br />07/01/24 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am <br />a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Damn 1. Wilke, <br />P.E. <br />Signature: g <br />-d <br />J7N <br />Date: 07/01/24 License <br />#: 53182 <br />C8.1 <br />of <br />