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File9063 HWY 0007
❑ 13o CI ❑ CJ ❑ 11 � TOTAt. NOT TO SCALE ❑ ❑ Ct El o 11 a A ❑ Cl ❑ 13 .Secfior/ ,Baked yoy_ or5' rAlf' x/ x4'a'bok amla d Oifch elx i'er,go%�tiJir�� Or,�"QuivA/end ,5•'ize Soo/ir�,ys ,u'csrfh Dile Over/oyE es \ �� �-3/I/or`e W/ ELEVATION TYPE B 4:1 or 2:1 Slope O1h-h ,Eor�`h Oi,Fe T fjo/ted yoy or.51`ros>villir.� 77' Size.�h4//.Be 36"X/B"Xz•�"' 0 0 10 01 .L�Ar7�f/ J =- Se>e,41a e -w/ SECTION B FILL FILTER FABRIC POSTS FLOW -..— S/ooe 2 t i I I❑ ❑ II�II�One h'ddifior�a/f3o% �JI� ,C�eQdOn•f /S/ooPs Two Ori 6 /S/ooes � � J•/or �'/ores•/ D�fch PLAN TYPE B 4:1 or 2t1 Slope �Oir`ch /X/.r �®Oo.F.Sfo.Pes ,Z .�rri3o% Orth Oi,Fe ELEVATION TYPE B 6:1 Slope HAY BALE PLACEMENT IN DITCHES P05T 8 SECTION A SECTION A FILTER FAIR IC SILT FENCE POST A I -COUPLER SEC TION B — -_ BACKFILL. ELEVATION OF ;Z-/X/Xz/8'Oo.F Sf4.f'es locrBa/e�il9irr� ®rEQaivo%f r-3 ELEVATION TYPE C l 3o%d ypy or.5fros>`' ■ S ❑ f/osY� O ❑ BG/es r .3u� Cl Togerehe l - FBI PLAN TYPE C IVOI&S % /'.0401eS70.4ge-.�'/oced �3'Be%ss�Tc�nb. GrodeOrFir��sheo'Gr-ode F.s.0ire7cfed z% Tyoe:��.Beo/Aced.9roa.:dfos��s .s'r�d J71FIe4- Ori /os 'Sys `ecns.9ndlyherc� .Sho.�n On Tfie f'1raas 3� .7,c�'B To.3eUse'dlr� Uric ers �• Tyr.�e LO"To 8c Usert'.�''fCU/vei�.Err/`rvr�ces .9ao'`f'/iere9husr�rl Oa Th�.G'/ons. .3',oeC�Tof�eL/scd.9�`Tac�sOf;S/ova ii'fiere�ecessory To Pro�`c'ca`.9doce�� h3`rPorr�s.girdll'�`/onds. AT BOTTOM OF SLOPE NOTES: I. SILT FENCE AND 14AY 5ALE5 TO 6E PLACED AROUND PERIMETER OF WORK SITE IN ACCORDAK41F WITH SPECIFICATIONS, AND AS DEFINED ON PLANS . P. ALL TIMBER POSTS FOR SILT FEAICE SUPPORT SHALL 5E DOUGLAS FI R- LARCH OR APPROVED EQUAL W I T H EXTREME. F13ER IN BENDiNC4a F'a = 1550 PSI 'AND COMPRESSION PARALLEL. TO GRAIN F'c = 825 P51 , BEDFORD- LEXINGTON- ARLINGTON MINUTEMAN BIKEWAY fliS **' I STATE I FED. AID N@OJ. NO.. FISCAL SHEET � TOTAt. NOT TO SCALE DIY. NO. YEAR NO. :SNEI:S ./.Y/.y 9B©ok Sfa.Fes 1 MASS. 19 17 96" EROSION CONTROL DETAILS NOT TO SCALE ./.Y/.y 9B©ok Sfa.Fes - .Z Fier ,Bcs/e SECTION TYPE D t:1 E] ❑ Q El O o a f off'' % ❑ M X D Q F/ored O b ❑ Q � Or.9y"i"©�✓