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❑ <br />13o <br />CI <br />❑ <br />CJ <br />❑ <br />11 <br />� TOTAt. <br />NOT TO SCALE <br />❑ <br />❑ <br />Ct <br />El <br />o <br />11 <br />a <br />A <br />❑ Cl <br />❑ 13 <br />.Secfior/ <br />,Baked yoy_ <br />or5' rAlf' <br />x/ x4'a'bok <br />amla d <br />Oifch <br />elx <br />i'er,go%�tiJir�� Or,�"QuivA/end <br />,5•'ize Soo/ir�,ys <br />,u'csrfh Dile <br />Over/oyE es \ �� �-3/I/or`e W/ <br />ELEVATION TYPE B <br />4:1 or 2:1 Slope <br />O1h-h <br />,Eor�`h Oi,Fe T fjo/ted yoy or.51`ros>villir.� <br />77' <br />Size.�h4//.Be 36"X/B"Xz•�"' <br />0 0 10 01 <br />.L�Ar7�f/ <br />J =- Se>e,41a e -w/ <br />SECTION B <br />FILL FILTER FABRIC <br />POSTS <br />FLOW <br />-..— <br />S/ooe 2 t i I I❑ ❑ II�II�One h'ddifior�a/f3o% <br />�JI� ,C�eQdOn•f /S/ooPs <br />Two Ori 6 /S/ooes <br />� � J•/or �'/ores•/ <br />D�fch <br />PLAN TYPE B <br />4:1 or 2t1 Slope <br />�Oir`ch <br />/X/.r �®Oo.F.Sfo.Pes <br />,Z .�rri3o% <br />Orth Oi,Fe <br />ELEVATION TYPE B <br />6:1 Slope <br />HAY BALE PLACEMENT IN DITCHES <br />P05T 8 <br />SECTION A <br />SECTION A <br />FILTER FAIR IC <br />SILT FENCE <br />POST A <br />I -COUPLER <br />SEC TION B <br />— -_ BACKFILL. <br />ELEVATION <br />OF <br />;Z-/X/Xz/8'Oo.F Sf4.f'es <br />locrBa/e�il9irr� ®rEQaivo%f <br />r-3 <br />ELEVATION TYPE C <br />l <br />3o%d ypy or.5fros>`' <br />■ <br />S ❑ f/osY� <br />O <br />❑ BG/es r .3u� <br />Cl Togerehe l - <br />FBI <br />PLAN TYPE C <br />IVOI&S % /'.0401eS70.4ge-.�'/oced �3'Be%ss�Tc�nb. <br />GrodeOrFir��sheo'Gr-ode F.s.0ire7cfed <br />z% Tyoe:��.Beo/Aced.9roa.:dfos��s .s'r�d <br />J71FIe4- Ori /os 'Sys `ecns.9ndlyherc� <br />.Sho.�n On Tfie f'1raas <br />3� .7,c�'B To.3eUse'dlr� Uric ers <br />�• Tyr.�e LO"To 8c Usert'.�''fCU/vei�.Err/`rvr�ces <br />.9ao'`f'/iere9husr�rl Oa Th�.G'/ons. <br />.3',oeC�Tof�eL/scd.9�`Tac�sOf;S/ova <br />ii'fiere�ecessory To Pro�`c'ca`.9doce�� <br />h3`rPorr�s.girdll'�`/onds. <br />AT BOTTOM OF SLOPE <br />NOTES: <br />I. SILT FENCE AND 14AY 5ALE5 TO 6E PLACED AROUND <br />PERIMETER OF WORK SITE IN ACCORDAK41F WITH <br />SPECIFICATIONS, AND AS DEFINED ON PLANS . <br />P. ALL TIMBER POSTS FOR SILT FEAICE SUPPORT SHALL <br />5E DOUGLAS FI R- LARCH OR APPROVED EQUAL W I T H <br />EXTREME. F13ER IN BENDiNC4a F'a = 1550 PSI 'AND <br />COMPRESSION PARALLEL. TO GRAIN F'c = 825 P51 , <br />BEDFORD- LEXINGTON- ARLINGTON <br />MINUTEMAN BIKEWAY <br />fliS **' <br />I STATE <br />I FED. AID N@OJ. NO.. <br />FISCAL <br />SHEET <br />� TOTAt. <br />NOT TO SCALE <br />DIY. NO. <br />YEAR <br />NO. <br />:SNEI:S <br />./.Y/.y 9B©ok Sfa.Fes <br />1 <br />MASS. <br />19 <br />17 <br />96" <br />EROSION CONTROL <br />DETAILS <br />NOT TO SCALE <br />./.Y/.y 9B©ok Sfa.Fes <br />- <br />.Z Fier ,Bcs/e <br />SECTION <br />TYPE <br />D <br />t:1 E] <br />❑ <br />Q <br />El O <br />o <br />a <br />f off'' % <br />❑ <br />M <br />X <br />D <br />Q <br />F/ored <br />O <br />b <br />❑ <br />Q <br />� <br />Or.9y"i"©�✓ <br />