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ATTACH FILTER FABRIC <br />s TO WIRE MESH AtO <br />POST WITH WIRE RING <br />OR <br />Wx STAPLES. B --�> <br />HIRE MESH. <br />FILTER <br />MATERIAL <br />(SEE MOTE 4) - <br />GRAVEL OR DIRT <br />IN IRE" <br />PINE; llll- <br />TIE WIRE <br />HAY BALES ( TYP.) <br />1 <br />on I I <br />LI <br />BAC KFILL 6 CCMPA <br />SILT CHECK FENCE OEfAIL <br />N.T.S. <br />CONSTRIM:TION NOTES <br />t. CONSfHMT SILT CHECK FENCE OR HAY BALE BARRIERS <br />WHERE REQUIRED TO CONTROL EROSION AND SEDIMENTA(ION. <br />2. FENCE MATERIAL MAY BE WIRE MESH (8'x8' MAX. WIRE <br />SPACING DIMENSION). SNOW FENCE, HOG WIRE FENCE <br />OR OTHER MATERIALS SUBJECT TO THE APPROVAL OF THE <br />CONTRACTING OFFICER. <br />3. MINIMUM POST DIAMETER SHALL BE 4 INCHES. <br />4. MATERIAL FOR FILTERING SEDIMENT SHALL BE BUHLAP <br />OR OTHER MATERIAL SUB1J£CT TO THE APPROVAL OF THE <br />STATE OR LOCAL AUTHORITIES / CONTRACTING OFFICER. <br />5. THE CONTRACTOR SHALL REMOVE SEDIMENT AS REWIRED <br />TO CONTROLL EROSION. <br />8. AFTER DISTURBED _.AND IS STABILIZED I,'EMOVE ALL <br />SEDIMENT, FENCE, GRAVEL ETC., THEN SEED A1 MlJLCH. <br />m <br />DEGREE OF BEND <br />I <br />2 REBAR, STEEL. PICKET <br />OR 2'x 2' STAKES V - EXIST. HEADWALL <br />on 2' -0' IN THE GTU140 <br />- ,4EDG£ LOOSE STRAW i <br />BETWEEN BALES - <br />ADDITION 17 <br />30" CMP � OPNG. - I F.U.O.T. <br />01 fa 6' 0. C. E. W. - FRAME TYPE I <br />�i� ♦♦ I I I I I EL. 87.3 <br />07 DOWELED <br />INTO EXIST. WALL <br />4' TO S' TRENCH c o o AA 1 @ 6" 0. C - <br />\ D RIL &EPDXY <br />. ♦ I I I 30' CMP <br />_ n <br />30 CM IP <br />C' - I 3' -6 1 <br />' <br />SAY uALr. wAnR i no kUr l Ul lAL) <br />N.T.S. <br />14 <br />8 <br />6" <br />0.C. (T' <br />#4 <br />12' <br />O.C. ( <br />TEMPORA E ROSION CONTROL <br />N.T.S. <br />TRENCH 'MALL <br />/ (UNDISTURBED EARTH <br />I. CONCRETE SHALL BE KEPT AT SUFFICIENT DISTANCE FROM JOINT <br />FOR REMOVAL OF ALL JOINT ACCESSORIES INCLUDING BOLTS. <br />2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL. <br />3. POOR SOIL (SILTY SOILS, CLAY, MUCK OR PEAT) 'MILL REQUIRE <br />LARGER THRUST BLOCKS. <br />4. DIMENSION 'X'SHALL BE: <br />12' MINIMUM FOR O AND SMALLER PIPING. <br />18' MINIMUM FOR i2' PIPE. <br />24' MINIMUM FOR 16' AND LARGER PIPE. <br />TYPICAL THRUST <br />BLOCK BEND DETAIL <br />S <br />i-- <br />CL <br />W <br />PROPERTY LINE <br />I 18.00 _I <br />PLANTED AREA <br />EDGE OF PARKING LOT <br />i /-- TOP OF POND <br />34.00 <br />18.00 <br />EL. 87.00 <br />POND BOTTOM <br />EL. 87.00 <br />SOD POND EMBANKMENT <br />( TYP) <br />EL. 81.00 <br />�1 <br />3 ( <br />8.76 <br />EDGE OF 24.0' <br />SERVICE ROAD <br />5.03 12.00 ! 12.00 <br />i I i <br />EL. 37.20 EI . 87.44 <br />1.1/2' TYPE 3-1 ASPHALT A <br />O LIMEROCK BASE X <br />12" STAB. SUB-GRADE A <br />A F.D.O.T. SPECS <br />oFC r I ON rl <br />SCALE: 3/4 - 1' -0' C--6 <br />mull <br />EL. 82.57 I <br />SECTION A -A <br />EXIST. HEADWALL <br />AND FOOTER <br />DETAIL r <br />SCALE: 1/2' = I'-Om � <br />VARIES (SEE SURVEY) <br />I F1111--1 FIR <br />9 "1 @ 6' 0. C. E. W. IIIIII <br />EL. 87.20 <br />EL. VARIES <br />SEE PLAN - <br />EDGE OF PAVEMENT <br />U.S. 301 N. <br />',A PROVED PRINT REQUIRED <br />ON J08_5IYE <br />2 - 23K <br />SUM03C06 <br />A A- <br />J <br />Fe WW <br />I <br />x <br />M <br />VI u l f II! <br />w <br />0 s-- <br />t� z <br />0 -i <br />L j <br />J t~i <br />' <br />01 '' <br />W <br />L1J <br />cl <br />C) <br />U <br />LU <br />W <br />(D <br />LLJ <br />CD <br />,j <br />L <br />8106 ` <br />G-o <br />6 <br />i I <br />PIPE <br />SIZE <br />4' <br />6' <br />8' <br />12'' <br />16 <br />20' <br />24" <br />\ <br />W <br />/ " <br />9' <br />1 , - 0. <br />1 , -7 - <br />-2' -Im <br />-2' <br />T-50 <br />�. <br />D <br />1 <br />9' <br />V-0 <br />V-4 <br />1'-9* <br />2* -2' <br />2'-4 <br />W <br />it <br />1' -6" <br />1' -6' <br />2'-8' <br />4' -2' <br />4' -5' <br />5' -i' <br />0 <br />8' <br />9' <br />1 , -4' <br />V -71 <br />1 ' -9 l <br />2 , -6s <br />3'-1m <br />N <br />5' - 8' <br />6' - 0" <br />W <br />i' -2' <br />i' -li' <br />2' -10' <br />3' - <br />4' <br />�� <br />v <br />D <br />i'-0' <br />1' -2' <br />i' -4' <br />2' -3' <br />3' -1' <br />3' -0' <br />r <br />4' -b" <br />C3 <br />W <br />2' -i' <br />3' -5' <br />4' -7' <br />5' -6' <br />6'-5' <br />10'_5 <br />12' -5 <br />0 <br />1' -0' <br />2' - i' <br />i' - 7' <br />2' - 8' <br />1 3' -0' <br />L3'-10 <br />4' -6' <br />PROPERTY LINE <br />I 18.00 _I <br />PLANTED AREA <br />EDGE OF PARKING LOT <br />i /-- TOP OF POND <br />34.00 <br />18.00 <br />EL. 87.00 <br />POND BOTTOM <br />EL. 87.00 <br />SOD POND EMBANKMENT <br />( TYP) <br />EL. 81.00 <br />�1 <br />3 ( <br />8.76 <br />EDGE OF 24.0' <br />SERVICE ROAD <br />5.03 12.00 ! 12.00 <br />i I i <br />EL. 37.20 EI . 87.44 <br />1.1/2' TYPE 3-1 ASPHALT A <br />O LIMEROCK BASE X <br />12" STAB. SUB-GRADE A <br />A F.D.O.T. SPECS <br />oFC r I ON rl <br />SCALE: 3/4 - 1' -0' C--6 <br />mull <br />EL. 82.57 I <br />SECTION A -A <br />EXIST. HEADWALL <br />AND FOOTER <br />DETAIL r <br />SCALE: 1/2' = I'-Om � <br />VARIES (SEE SURVEY) <br />I F1111--1 FIR <br />9 "1 @ 6' 0. C. E. W. IIIIII <br />EL. 87.20 <br />EL. VARIES <br />SEE PLAN - <br />EDGE OF PAVEMENT <br />U.S. 301 N. <br />',A PROVED PRINT REQUIRED <br />ON J08_5IYE <br />2 - 23K <br />SUM03C06 <br />A A- <br />J <br />Fe WW <br />I <br />x <br />M <br />VI u l f II! <br />w <br />0 s-- <br />t� z <br />0 -i <br />L j <br />J t~i <br />' <br />01 '' <br />W <br />L1J <br />cl <br />C) <br />U <br />LU <br />W <br />(D <br />LLJ <br />CD <br />,j <br />L <br />8106 ` <br />G-o <br />6 <br />i I <br />