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Ba <br />c <br />k <br />y <br />a <br />r <br />d <br />R <br />e <br />f <br />l <br />e <br />c <br />t <br />i <br />o <br />n <br />s <br />I <br />n <br />c <br />94 <br />0 <br />E <br />l <br />m <br />S <br />t <br />r <br />e <br />e <br />t <br />E <br />a <br />s <br />t <br />An <br />n <br />a <br />n <br />d <br />a <br />l <br />e <br />M <br />N <br />5 <br />5 <br />3 <br />0 <br />2 <br />87 <br />7 <br />3 <br />6 <br />5 <br />4 <br />0 <br />3 <br />4 <br />ww <br />w <br />b <br />a <br />c <br />k <br />y <br />a <br />r <br />d <br />m <br />n <br />c <br />o <br />m <br />19 <br />7 <br />1 <br />F <br />A <br />G <br />E <br />R <br />N <br />E <br />S <br />S <br />P <br />O <br />I <br />N <br />T <br />R <br />D <br />OR <br />N <br />O <br />M <br />N <br />5 <br />5 <br />3 <br />9 <br />1 <br />Sc <br />h <br />u <br />g <br />e <br />l <br />SC <br />A <br />L <br />E <br />1 <br />4 <br />1 <br />8/15/22 <br />5' <br />8' <br />11' 9" <br />13' <br />10' <br />6 <br />DRAINAGE FLOW <br />7' <br />4 <br />DR <br />AINAGE <br />FLOW <br />10' <br />10 <br />3 <br />0-3' BOULDERWALL <br />FIELDSTONE <br />BOULDERWALL <br />BUILTTO44" <br />INCLUDINGBURRIED <br />PORTIONUSING <br />BOULDERSRANGING <br />12SFLANDINGPEA <br />ROCK <br />26) 4' GRANITESTEP <br />TOPOFWALL <br />BOTTOMOFWALL <br />946.2 <br />944.2 <br />940.2 <br />945.2 <br />942 <br />946.9 <br />939.7 <br />932.5 <br />932.6 <br />940.4 <br />946.2 <br />OHW <br />EROSION <br />BLANKET <br />EROSION <br />BLANKET <br />EROSIONBLANKET <br />DR <br />AIN <br />A <br />G <br />E <br />FL <br />O <br />W <br />DRAINAGE FLOW <br />100 YR FLOOD <br />ELEVATION <br />SILTFENCE <br />SILTFENCE <br />FLO ATINGSILTFENCE <br />ACCESSFOR <br />EQUIPMENT <br />ACCESSFOREQUIPMENT <br />ACCESSFOREQUIPMENT <br />ACCESSFOREQUIPMENT <br />AC <br />CESS <br />FOR <br />EQUIPMENT <br />STAGING AREA <br />DRIVEWAY <br />HOUSE <br />30 6 9 12 15 <br />Scale: 1/8" = 1 ft <br />NOTES <br />TOTAL AREA OF PROPERTY: 14940SF <br />EXISTING IMPERVIOUS: 3411SF <br />PROPOSED IMPERVIOUS: 301SF <br />SUM OF PROPOSED CUT AND FILL BELOW 100 YEAR FLOOD: 0 <br />DEMO AND REMOVE EXISTING TIMBER STEPS AND WALLS <br />PROPOSED 3' GRANITE STEPS W/ 0-4' BOULDER WALLS <br />YARD GRADING AT 2" DEPTH W/ PULVERIZED TOP SOIL <br />ANY STUMPS OR VEGETATION TO BE LEFT AS IS ON THE SHORELINE <br />STAGING AREA MARKED ON PLAN <br />ACCESS FOR EQUIPMENT MARKED ON PLAN <br />GRANITE STEPS STOP BEFORE 100 YEAR FLOOD LINE AND DO NOT <br />EXTEND TO THE DOCK <br />EROSION CONTROL PLAN <br />DISTURBED SOILS TO BE STABILIZED WITHIN 7 DAYS OF ROUGH <br />GRADING <br />SOIL STOCKPILES TO BE USED/REMOVED THE SAME DAY OF <br />DELIVERY <br />SEWER INLETS TO BE COVERED WITH SEDIMENT TRAPPING SOCK <br />AND TO BE STABLIZED WITHIN 7 DAYS <br />TYPE 2 FLOATING SILT CURTAIN TO BE USED FOR SEDIMENT AND <br />EROSION CONTROL <br />ROAD SURFACES WHERE SEDIMENT HAS BEEN TRANSPORTED TO <br />BE CLEANED AT THE END OF EVERY DAY <br />ALL EROSION AND SEDIMENT TO BE REPAIRED AND MAINTAINED <br />THROUGHOUT THE PROJECT <br />SMOOTH OUT GRADE IN DISTURBED AREAS AFTER EQUIPMENT USE <br />YARD GRADING AT 2" DEPTH IN DISTURBED AREAS <br />SUN/SHADE SEED MIX W/ STRAW AND BLANKET IN DISTURBED <br />AREAS <br />SILT FENCE TO BE USED ON THE HILLSIDE TO CONTROL SEDIMENT <br />AND EROSION <br />PROPOSED ELEVATION <br />FIGURE 1. PROPOSED PICTURES FIGURE 2. PROPOSED PICTURES <br />CALCULATIONS OF PROPOSED CUT AND FILL <br />HARD COVER <br />BOULDER WALLS LF 3' WIDE <br />65' X3'= 195SF <br />GRANITE STEPS <br />L 3' X W1.5' X H.5'= 2.25CY EACH <br />3'X1.5'=4.5SF <br />26 STEPS TOTAL <br />24 STEPS WILL HAVE A HARD COVER OF 3SF EACH <br />2 STEPS WILL HAVE A HARD COVER OF 4.5SF EACH <br />24X3'=72SF <br />2X4.5=9SF <br />72+9=81SF <br />BOULDER WALL AND STEPS TOTAL HARD COVER SF <br />195+81=276SF <br />PROPOSED FILL250SF OF BOULDER WALLS PROPOSED TO BE INSTALLED IN <br />PLACE OF EXISTING TIMBER WALLS. <br />FIELDSTONE BOULDERS WILL RANGE IN SIZE OF 2'-4' WITH AN AVERAGE OF 3' <br />250SF X3'=750CY <br />750CY/27=27.8CY OF BOULDERS PROPOSED TO BE INSTALLED <br />26 GRANITE STEPS PROPOSED TO BE INSTALLED <br />EACH STEP IS 2.25CY <br />2.25X26=58.5CY/27=2.17CY <br />6" OF COMPACTED CLASS 5 TO BE INSTALLED UNDER EACH STEP WITH A 6" <br />OVER BASE FIGURED. <br />5'X4'X1.5'=3CY PER BASE PAD PER STEP <br />3X26=78CY <br />58.5+78=136.5CY/27=5.05YD <br />PROPOSED CUT <br />280SF 4"X4" WOOD TIMBERS REMOVED OFF SITE <br />25X280=70CY/27=2.59CY <br />2' OVER CUT FOR BOULDER WALLS TO BE BUILT THEN FILLED BACK IN. <br />27.8CY OF BOULDER WALLS PROPOSED =SAME AMOUNT OF SOIL TO BE CUT <br />AND REMOVED FROM SITE. <br />7.22CY OF STEPS AND BASE PROPOSED= SAME AMOUNT OF SOIL TO BE CUT AND <br />REMOVED FROM SITE <br />2'X250SF=500SF/27=18.51CY KEPT ON SITE TO BACKFILL BOULDER WALL <br />TOP SOIL FOR GRADING AND PLANTING <br />12.52CY OF TOP SOIL TO BE BROUGHT ON SITE <br />TOTAL REMOVED OFFSITE <br />59CY REMOVED FROM SITE <br />52.59CY MATERIALS BROUGHT ON TO SITE