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m <br />LLJ <br />WOVEN WIRE FENCE < <br />ATTACH THE WOVEN AX. C_C <br />WIRE FENCE TO EACH ORA <br />POST WITH THREE WIRE LocA DICTA7'E, WHEN NECESSARY TO CONTINUE FENCE, OVERLAP <br />TIES OR OTHER SILT FENCE MATERIAL AND WOVEN WIRE FENCE <br />RE7QU/RE44 a y ACROSS TWO POSTS <br />FASTENERS LEN 7-s MON 0 -SILT FENCE MATERIAL TO <br />(SEE NOTE 2) AP BE FASTENED SECURELY <br />MAX. C <br />OR _C TO WOVEN WIRE FENCE <br />AS D/cfA7E WITH THREE TIES SPACED <br />L CAL RIEQU D BY <br />AT 30" ON CENTER <br />'Etv rs <br />0 <br />60" MIN. STEEL POSTS <br />10 (72- MIN. ON SLOPES <br />V) <br />3H:1V OR GREATER), <br />10 z <br />DRIVEN MIN. 20" INTO 0 <br />RECTANGULAR WEIR 6" X 10' GROUND (MIN. 24- ON V) <br />SLOPES 3H:1V OR <br />INVERT ELEV. 78.0 GREATER). Lli <br />FIBERGLASS SKIMMER IN <br />ACCORDANCE NTH FDOT INDEX <br />TOP OF WALL <br />#240. <br />ELEV. 78.5 6" COMPACTED BACKFILL <br />SILT FENCE <br />MATERIAL OVER <br />WIRE FENCE <br />f 1z <br />10, <br />CN <br />L -,!!*TT <br />po <br />r z ro <br />8' WIDE PRECAST _j <br />CONCRETE CONTROL SECURELY FASTEN OVERLAPPING ENDS OF v)_ <br />STRUCTURE. CONTRACTOR SILT FENCE MATERIAL TO ADJACENT STAKES ELEVATION =W- LLJ < <br />WITH THREE WIRE TIES OR OTHER FASTENERS F-- Q- <br />TO SUBMIT SHOP < :2 CD <br />DRAWINGS TO ENGINEER I U C) <br />< c� <br />FOR REVIEW POSTS: STEEL T OR U TYPE. L 0 C) <br />(n & a c) <br />< <br />FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING <br />co <br />FABRIC: IN ACCORDANCE NTH ASTM D 6461 LATEST EDITION. o tz C) <br />V) L z C14 <br />_j m <br />WOVEN WIRE FENCE < cn <br />1 0 <br />WITH SILT FENCE �2 Y <br />CONTROL STRUCTURE DETAIL z W 00 :;_1 <br />Lj MATERIAL COVER (if <br />C) N.T.S. �30O 1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. Lj <br />0 2. ATTACH THE WOVEN WIRE FENCE TO EACH POST ALE THE <br />0 Z <br />GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30') 0 <br />r') 9 >_ z U.J <br />u WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN W _j <br />I-, THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 _j <br />'A <br />1 :2 z <br />DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST < <br />04 <br />1" VERTICALLY APART. ALSO, EACH TIE PLACED ON A POST <br />_c SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN E "t <br />COMPACTE TIGHTENED TO PREVENT SAGGING. 0 <br />FINISH GRADE BACKFILL 3. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH C14 <br />0 <br />OTHER, THEY SHALL BE OVERLAPPED A MINIMUM OF 60- ACROSS @ Z <br />TWO POSTS, AS SHOWN. to <br />FLOW 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. L0 <br />0 (D <br />DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF <br />THE HEIGHT OF THE FENCE. MAINTENANCE CLEANOUT MUST BE <br />CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS <br />EXTEN A FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE <br />C) <br />< D WIRE FENCE <br />MIN. OF 2" INTO TRENCH MATERIAL ABOVE GRADE. <br />UNDISTURBED X 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT. <br />S <br />A <br />C) GROUND 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS <br />AND SECURE WITH 3 TIES. <br />6 X 6 <br />TRENCH w <br />EMBEDDED SILT FENCE 41. <br />7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC C-4 <br />MATERIAL MIN. 6- INTO <br />WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER, OR <br />GROUND W/ 6" LAID ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT <br />ALONG BOTTOM OF THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A Ij ik I.- <br />9. <br />, L A -A -SECTION TRENCH. SOIL SLICING IN TOTAL OF FOUR TRIPS. L) <br />ACCORDANCE WITH ASTM 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND L45 Q-1 <br />t.Lj <br />D 6462 8.2.2 IS ALSO APPLICABLE AGENCY REQUIREMENTS. Cr) <br />0 ACCEPTABLE. <br />A < <br />z <br />Q) (D <br />N TEMPORARY SEDIMENT FENCE (SF) 0 <br />Ln <br />Lu <br />N.T.S. A D 0 U) <br />�3O Oj 0 r�, Ld 0 <br />I`__ cf) <br />Of (7) < N m m <br />< <br />00 0 m 0 <br />< 00 00 LLI Ld <br />0 ­t CD w z <br />0 0 < U) < W <br />0 w Ir a_ <br />C/) n 0 C) <br />< <br />T-1 <br />L <br />E <br />'D <br />Ln <br />Ln <br />6j <br />0 <br />0 <br />Ln <br />ui <br />Q) <br />Q) <br />cf) <br />V) <br />_j <br />0 < <br />__j <br />0 <br />_y <br />_j <br />0 �7, LL_ <br />U) <br />j <br />o <br />-y L <br />c') <br />V) <br />= < o <br />iE 0. u- <br />>' <br />_c <br />Cl <br />(u ui <br />N <br />w < <br />cn >_ ui 12- <br />IN <br />w <br />U- <br />V) CL 0 <br />_j <br />_j <br />w <br />0 <br />Lij <br />N <br />M SHEET NUMBER <br />C300 <br />U71 <br />