SILT FENCE HAND PLACED MACHINE SLICED SILT FENCE POST 5' LONG MIN. SPACED 6' MAX. APART COMPACTED BACKFILL 6" DEEP FILTER FABRIC 24" MIN ABOVE GROUND
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2 POST 5' LOG MI. SPACD 6' MAX. APART COMPACTD BACKFILL 6" DP GROUD SURFAC FLOW 6" MI. FILTR FABRIC 24" MI ABOV GROUD P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.02dwg.dwg APL AC C DAT: FILTR FABRIC 24" MI. ABOV GROUD GROUD SURFAC FLOW 6" MI. 8" MI. 24" MI. 24" MI. HAD PLACD MACHI SLICD ALL SILT FC SHALL B PROPX 2127 OR GOTX 915SC (OR APPROVD QUAL) SILT FC SILT FC POST 5' LOG MI. SPACD 6' MAX. APART TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.02
3 MTAL PLAT ISTALLD OVR X. CURB AD GUTTR W COCRT APPROACH TMPORARY ACCSS OVR CURB & GUTTR A 10' (MI.) OR 6" (MI.) 6" (MI.) 15' (MI.) A SCTIO A-A TIR CLAIG DVIC TOP VIW RMOV X CURB & GUTTR (WH APPLICABL) 30' MI OR TO WIDTH PRMAT APPROACH XISTIG PAVD ROAD COCRT APPROACH 10' (MI.) ISTALL FC MI 10' WID ACH SID TIR CLAIG DVIC 50' (MI.) TMPORARY COSTRUCTIO TRAC TO B 6" (MI. DPTH) 1" TO 2" CRUSHD ROCK O TOP GOTXTIL FABRIC TMPORARY COSTRUCTIO TRAC 20' (MI.) P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.03dwg.dwg APL AC OTS: 1. TH LOCATIO COSTRUCTIO TRACS SHALL B AS SHOW O TH PLAS AD SHALL COID WITH TH PRMAT ACCSS. IF THIS IS OT PRACTICAL, TH COTRACTOR SHALL COORDIAT TH LOCATIOS WITH TH GIR. C 2. XISTIG CURB AD GUTTR SHALL B RMOVD AD A COCRT APPROACH SHALL B ISTALLD AS SHOW. COCRT APPROACH MAY B TMPORARY OR ISTALLD AS TH PRMAT APPROACH TO TH SIT. APPROACH SHALL B SLOPD TO MATCH PROPOSD SIT GRADS OR MIIMUM 2% TOWARDS XISTIG STRT. MTAL PLAT MAY B ISTALLD TO BRIDG CURB & GUTTR I LIU C&G RMOVAL IF O PRMAT APPROACH IS TO B ISTALLD. 3. UPO COMPLTIO TH PROJCT, TH COTRACTOR SHALL RMOV TH TMPORARY COSTRUCTIO TRAC ULSS OTD OTHRWIS, AD TH SIT SHALL B RSTORD TO IT'S PRVIOUS CODITIO. 4. TRACS SHALL B MAITAID I A MAR TO MIIMIZ TH TRACKIG SDIMT OTO PAVD SURFACS. 5. FC SHALL B ISTALLD O ACH SID TIR CLAIG DVIC, SPACD TO FORC TRAFFIC OVR DVIC. FC POSTS SHALL B MTAL OR 4x4 WOOD, MIIMUM 4' TALL. DAT: TMPORARY COSTRUCTIO TRAC 3/28/15 PLAT TMPORARY COSTRUCTIO TRAC TY GIR ALL GRASSR SCAL: TS DRAW BY: RJL STD. PLAT 69.03
4 STORM GRAT STORM GRAT LIFT STRAPS LIFT STRAPS CURB FILTR DUMPIG STRAPS DUMPIG STRAPS DADY SACK DADY CURB SACK P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.04dwg.dwg AC C DAT: OTS: 1. ALL FILTR BAGS SHALL B DADY CURB SACKS, DADY SACKS OR APPROVD QUAL. 2. ISTALL AS PR MAUFACTURRS SPFICATIOS: a) Remove the grate from the catch basin. b) Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Curb Sack or Dandy Sack unit so that the grate is below the top straps and above the lower straps. The grate should be cradled between the upper and lower straps. c) Holding the lifting devices, insert the grate into the inlet, then lower back edge with cylindrical tube (Dandy Curb Sack only) into place, being careful that the grate remains in place and being careful not to damage the unit. The cylindrical tube should partially block the curb hood opening when installed properly (Dandy Curb Sack only). ILT PROTCTIO 3/28/15 PLAT ILT PROTCTIO TY GIR ALL GRASSR SCAL: TS DRAW BY: RJL STD. PLAT 69.04
5 2"x2" WOOD STAK 5' MAX SPAG FIBR ROLL (STRAW OR WOOD) 9" MI. DIAMTR SLOP VARIS TRCHD 3"-4" MI 12" 5' MAX P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.05dwg.dwg AC C DAT: OT: 1. WH ISTALLIG IT IS IMPORTAT OT TO CRUSH FIBR ROLL. FIBR ROLL FIBR ROLL TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.05
6 3' MAX. SPAG WOOD FC POST OR 2 X 4 STAK (PROVID BRAG BTW POSTS IF CSSARY) 4'-6' DIA. GOTXTIL FABRIC (OUTSID) WIR MSH RIFORCMT (ISID) DROP ILT WITH GRAT MBD WIR MSH AD FABRIC 6" MI. P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.06dwg.dwg AC C DAT: OTS: 1. ILT PROTCTIO DVICS SHALL B MAITAID OR RPLACD AT TH DIRCTIO TH GIR. 2. MAUFACTURD ALTRATIVS MAY B SUBSTITUTD, SUBJCT TO TH GIR'S APPROVAL. 3. WH RMOVIG OR MAITAIIG ILT PROTCTIO, CAR SHALL B TAK SO THAT TH SDIMT TRAPPD O TH GOTXTIL FABRIC DOS OT FALL ITO TH ILT. AY MATRIAL FALLIG ITO TH ILT SHALL B RMOVD IMMDIATLY. ARA DRAI ILT PROTCTIO TYP 1 ARA DRAI ILT PROTCTIO TYP 1 TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.06
7 XISTIG GROUD SLOPD TO ILT 2"x4" WOOD FRAM GOTXTIL FABRIC STAPLD TO FRAM FLOW ILT CASTIG 3'-0" 1'-6" FLOW 6" BLOW GRAD 6" P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.06Adwg.dwg AC C DAT: OTS: 1. PRMAUFACTURD FRAMS MAY B USD ISTAD COSTRUCTIG WOOD FRAMS, PROVIDIG THAT ADQUAT SUPPORT FOR TH GOTXTIL FABRIC IS PROVIDD. ARA DRAI ILT PROTCTIO TYP 2 ARA DRAI ILT PROTCTIO TYP 2 TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.06A
8 SLOP P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.07dwg.dwg OTS: 1. 'TRACKIG' WITH MACHIRY UP AD DOW TH SLOP SHALL B DO PARALLL TO TH SLOP TO MIIMIZ ROSIO DU TO RAIFALL RU-F. 2. ALL DISTURBD AD WLY COSTRUCTD SLOPS SHALL B 'TRACKD' IMMDIATLY UPO SLOP COSTRUCTIO PRIOR TO TURF RSTORATIO. SURFAC ROUGHIG 3/28/15 PLAT APL AC C DAT: SURFAC ROUGHIG TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.07
9 SILT FC OR FIBR ROLL PUMP DISCHARG HOS 6" MI TRCHD 3"- 4" PUMP DISCHARG HOS 6" MI. DPTH PA ROCK SILT FC OR FIBR ROLL GRASS BUFFR P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.08dwg.dwg AC T Y C FLOW OTS: 1. DISCHARG WATR OTO A GRASS BUFFR. 2. DISCHARG WATR MUST FLOW AWAY FROM COSTRUCTIO ARA. 3. TH PA ROCK MAY B PLACD O GRASS OR GIRIG FABRIC MAY B USD. DWATRIG STRUCTUR SHALL OT B PLACD O BAR SOIL. 4. TH CAPATY TH STRUCTUR SHALL B ADQUAT TO HADL TH DWATRIG PUMP DISCHARG. DAT: AGGRGAT FILTR DWATRIG AGGRGAT FILTR DWATRIG TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.08
10 BAG PLACD O AGGRGAT OR STABLISHD GRASS DISCHARG WATR SDIMT COTAIMT FILTR BAG SW I SPOUT PUMPD SDIMT LAD WATR PUMP DISCHARG HOS SCURD TO SPOUT DISCHARG WATR SDIMT COTAIMT FILTR BAG BAG PLACD O 6" AGGRGAT OR OR STABLISHD GRASS SDIMT FILTR BAG P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.09dwg.dwg AC T Y C OTS: 1. DISCHARG WATR OTO A GRASS BUFFR. 2. DISCHARG WATR MUST FLOW AWAY FROM TH COSTRUCTIO ARA. 3. SDIMT CAPTURD BY TH FILTR BAG MUST B RMOVD AD STABILIZD. 4. TH FILTR BAG SHOULD B COSTRUCTD O-WOV GOTXTIL MATRIAL THAT WILL PROVID ADQUAT FILTRIG ABILITY TO CAPTUR TH LARGR SOIL PARTICLS FROM TH PUMPD WATR. 5. TH BAG MAY B PLACD O WLL STABLISHD GRASS OR 6" MIIMUM AGGRGAT. FILTR BAG SHALL OT B PLACD O BAR SOIL. 6. TH CAPATY TH FILTR BAG SHALL B ADQUAT TO HADL TH DWATRIG PUMP DISCHARG, AD SHOULD B BASD O TH BAG MFG.'S RCOMMDATIO. 7. WH USD I COJUCTIO WITH A STRAW BAL/SILT FC PIT, A FILTR BAG MAY B OPRATD UTIL TH WATR I TH PIT RACHS TH CRST TH MRGCY OVRFLOW. TH PUMP MUST B SHUT F AT THIS POIT. 8. RMOV SDIMT FROM FILTR BAG, RGRAD I PLAC, AD IMMDIATLY STABILIZ. DAT: SDIMT BAG DWATRIG SDIMT BAG DWATRIG TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.09
11 MI 6" WATTL WRAPPD I GOTXTIL FABRIC OR APPROVD QUAL STOCKPILD MATRIAL GOTXTIL FABRIC MI. 6" PVC PIP UDR WATTL AD GOTXTIL FABRIC BRM CURB TRAFFIC CO MI 6" WATTL WRAPPD I GOTXTIL FABRIC OR APPROVD QUAL 6" MI STOCKPILD MATRIAL 6" MI P:\_St Plate_Revised CURRT\Standard Plates\SP69.10dwg.dwg PI GOTXTIL FABRIC TOGTHR TO ATTACH WATTL TO FABRIC OR APPROVD QUAL GOTXTIL FABRIC MI 6" C900 PIP AC T Y C DAT: STOCKPIL O STRT TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.10
12 A 15' TYP BARRIR FC (D OT B SILT FC) BACK CURB 2' DP MI. CLA 80% CAPATY 1' DP MI. 8'-10' TYP FIBR ROLLS MAX 4' SPAG FOR STAKS GUTTR STRT A BLOW GRAD PLA VIW XISTIG GROUD BARRIR FC 1' MI. FRBOARD FIBR ROLL BACK CURB MAY B UP TO 4' DP DPDIG O CAPATY RQ'D BLOW GRAD SCTIO A-A PROVID MI. 4" FRBOARD CLA 80% CAPATY P:\AutoCAD Libraries\AutoCAD Blocks\Standard Plates\SP69.11dwg.dwg LGTH & WIDTH SIMILAR TO BLOW GRAD OPTIO AC C WOOD STAKS DAT: XISTIG GROUD OR ROADWAY ABOV GRAD COCRT WASHOUT COCRT WASHOUT 10 MIL PLASTIC (MI) SQUAR BAILS OR OTHR APPROVD MATRIAL TY GIR ALL GRASSR SCAL: TS DRAW BY: STD. PLAT 69.11
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