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r.A!. MIF <br />CTION 3 TOWNSHI 8N,,' RA,NG 4 WmMm <br />SS <br />S i J!vJ <br />I E 5 9 . tS 1: V <br />- <br />---------- <br />- ...__..... ----..._.._._----- - -- <br />TOPSOIL _ - -" :•:> <br />SEE NOTE . ! o = <br />.' <br />-- — ---- <br />7 5 t �Q' ( . <br />.75 f P 75'f 75'� EX. HYD <br />pp <br />LIMITS OF. \ - <br />- C J-------- ---- <br />�DI,STURBANCE <br />MARK W/ <br />ORANGE_ = ' <br />FLAGGING r ,0 `� I <br />TOPSOIL <br />_ _.. <br />CONSTRUCTIOJ�J TOPSOIL \ TOPSOIL SEENOTE <br />- _ SEE NOTE \� TOPSOIL <br />ENTRANCE (TYP.) SEE NOTE I - <br />SEE NOTE CONSTRUCTION <br />ENTRANCE (TYP.)QD PP i-- <br />rn , STOCKPILE o <br />SEE NOTE <br />STOCKPILE '`` •` �� <br />SEE NOTE <br />_ 75 EX. FLAW <br />ARROWS-,,(TYP) <br />_ STOCKPILE STOCKPILE <br />• . , 75'= 1 75't\ \ SEE NOTE SEE NOTE <br />— E X. FLO1 l' • . SILT FENCE ; <br />KRILE <br />ARROWS (TYP� (TYP.) 1 SEOCNOTE, LIMITS OF <br />DISTURBANCE <br />- _ • . \\ MARK W/ <br />ORANGE i \ <br />I �'` ' • • / FLAGGING <br />ZZ".1 5/ <br />\ / %., <br />F <br />I G <br />FILTER FABRIC MATERIAL 60" WIRE <br />ROLLS. USE STAPLES OR WIRE RINGS <br />TO ATTACH FABRIC TO WIRE. <br />2"X 2" BY 14 GA. WIRE 2"X 2" BY 14 GA. WIR <br />FABRIC OR EQUIV. FABRIC OR EQUIV. <br />FILTER FABRIC <br />hrfATERIAL. <br />6" MIN. <br />Yj���/��//�r�//`��/��/ <br />\\\\i\,.\\,.\\,\\,\\,�\\.�\\.\\\i\\\i\\\i\\\i\\\i�\\,�\\.�\, <br />BURY BOTTOM OF FILTER MATERIAL <br />IN 8" BY 12" TRENCH <br />8" MIN. <br />6' (MAX) PROVIDE 3/4"-1.5" WASHED <br />GRAVEL BACKFILL IN TRENCH <br />AND ON BOTH SIDE OF <br />2"X 4" WOOD POST, STANDARD OR BETTER FILTER FENCE FABRIC ON 2"X 4" WOOD POST, <br />OR EQUAL ALTERNATE: STEEL FENCE POSTS. THE SURFACE. ALT: STEEL FENCE POSTS. <br />SILT FENCE DETAIL <br />LNG <br />GRAVEL CONSTRUCTION ENTRANCE <br />N.T,S• <br />TOPSOIL/STOCK PILE NOTE: <br />PILES ARE TO BE COVERED W/ <br />PLASTIC SHEETING WITHIN 24 HOURS. <br />rel <br />0 30 60 <br />HORIZONTAL SCALE <br />0 <br />U <br />W <br />W � O 00 <br />> N co m <br />M r- <br />W Q CO LO <br />LO <br />,J 3;7 co N <br />_! L() Lo <br />LL I~- d' I- <br />W W }' `*- <br />O> <br />W <br />N <br />00 <br />N <br />QZ <br />4k Ll <br />*4 <br />W <br />W <br />0" <br />Z <br />W <br />ry <br />U. <br />0 <br />Q <br />CALL 48 HOURS' <br />tt <br />"- <br />BEFORE YOU DIG <br />t <br />1- 800- 424- 5555 <br />`; <br />PLAN APPROVED <br />0 <br />L <br />•-J <br />W <br />a_ <br />U <br />z <br />O C/) J <br />wJ <br />N - <br />z <br />O W <br />CO Q- <br />U z <br />LU <br />^W <br />LL _ 'cm <br />O <br />z O <br />o z <br />�- 00 <br />a_ <br />PROJ. NO. DSN. BY: <br />PUBLIC SERVICES DATE 12-1205 JMS <br />PUBLIC WORKS DATE: <br />1I30/13 <br />UTILI TIES DRAINAGE DEPARTMENT <br />SCALE: <br />A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO 1 If=30' <br />STARTING ANY CONSTRUCTION ON THIS <br />PROJECT. APPROVAL FOR THIS PROJECT DRAWING NO, <br />Cl TY ENGINEER IS CONDITIONAL PER CURRENT STANDARDS <br />AND EXPIRES UNLESS PERMIT 3 4 <br />OF <br />FOR CONSTRUCTION HAS BEEN ISSUED. <br />