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1REMOVE GRATE SECTION & INSTALL 4 CURB _
SOCK IN TR NCHDRAIN TEACHOUTLET. I , ■ J \ - - /REPLACE GRA SECTION. MOVE SEDIMENT ■ I /AS N EDED DURINa CONSTRUCTION. I ■ -i 1'11 '� ' a1a ,' INSTALL SILT SACK INIIpl� ■ II jilt' O
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INSTALL SILT SACK IN -_.a�,r9G_.•, •IlliIIII�`
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GENERAL NOTES FOR SEDIMENT CONTROL
1. CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING & MANAGEMENT PLAN IDENTIFYING CONSTRUCTION FENCING, STAGING, �
STORAGE & CONSTRUCTION OFFICE LOCATION PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. h nnnnnnnnnn.r• O
2. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS AND AS NEEDED TO PREVENT 2 EACH t SILTSACK®
SEDIMENT FROM DISCHARGING OFF-SITE. , DUMP STRAPS SPECIFICATIONS
EXPANSION RESTRAINT
3. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED OTHERWISE ON PLANS.
(1/4" NYLON ROPE, NOTE: THE SILTSACK mMLL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE
�, FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS.
2 FLAT WASHERS)
If 4. SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO INSURE THAT THEIR '_i�4iii41i_�I_li_ii_11= REGULAR FLOW SILTSACK®
-11-1-11-11-1-11-11-
INTENDED PURPOSE IS ACCOMPLISHED. `11`1`11`11`1"11=11=
=11.011=u=111.H=11-11= (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF)
1=-11 E'�111 11'-1u=III=11-11-
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5. PROVIDE REGULAR INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE THAT SEDIMENT CONTROL N °n PROPERTIES TEST METHOD UNITS
EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN PLACE. GRAB TENSILE STRENGTH ASTM D-4632 300 LBS
GRAB TENSILE ELONGATION ASTM D-4632 20 %
INSTALLATION DETAIL BAG DETAIL PUNCTURE ASTM D-4833 120 LBS
.������� MULLEN BURST ASTM D-3786 800 PSI
6. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF CONSTRUCTION SO THAT EFFECTIVE SEDIMENT CONTROL CAN BE ,��:;,,;\
ACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD. DUMP STRAP !�j TRAPEZOID TEAR ASTM D-4533 120 LBS
UV RESISTANCE ASTM D-4355 80 %
APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE
`\ FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE APPROPRIATE MEASURES TO INSURE THAT NO SEDIMENT LADEN WATER IS 1" REBAR FOR BAG � �1 PERMITTIVITY ASTM D-4491 0.55 SEC -1
REMOVAL FROM INLET �''' ,:;
DISCHARGED FROM THE SITE. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE _;. <;;;;,:r.,,:
CONTRACTOR -_-
�•:�••�•''•`:�:•,?��2��� � DUMP STRAP HI-FLOW SILTSACK®
•" �.'`i""`"�"�%�%—:I�_�- (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF)
TRENCH 4" DIA. CURB SOCKS • - ` ""�"""' -
DRAIN 010, FILLED W/ 3/4" ® • PROPERTIES TEST METHOD UNITS 0°....kiln OUTLET WASHED GRAVEL , SILTSACK ,.i'�W„.L1
GRAB TENSILE STRENGTH ASTM D-4632 265 LBS .Iiii � .�'�r� . •
CONSTRUCTION SEQUENCE OF EROSION/SEDIMENT CONTROL MEASURES , , �x of�rH ` GRAB PUNCTUREILE ELONGATION ASTM D-4833 135%LBS Qr `F► %Vs.► :
0 MULLEN BURST ASTM D-3786 420 PSI : Q IA':A. �I r'
BEFORE COMMENCING CONSTRUCTION TRAPEZOID TEAR ASTM D-4533 45 LBS =� � d
UV RESISTANCE ASTM D-4355 90 % "�
OPTIONAL METAL HANGING APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE ; 'I •
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, 7.:FRAME FOR TRAFFIC ' FLOW RATE ASTM D-4491 200 GAL MIN SQ FT 'g i
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° ° PERMITTIVITY ASTM D-4491 1.5 SEC -1 = % , , .'CONDITIONS ° = �
1. INSTALL ALL SEDIMENT CONTROL DEVICES. .����' � �
2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO INSURE THAT NO SEDIMENT LEAVES THE SITE. Q. � OII -ABSORBANT 511 TSACK e • ,
3. BEGIN DEMOLITION, EXCAVATION AND CONSTRUCTION. �` (FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN-OFF OR SPILLS)
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4. REVEGETATE ALL DISTURBED AREAS PER LANDSCAPE PLAN. ii..,;:7
` ” e EITHER DEPENDING0 E OF THERABOVECULAR FABRICSPWITHAAN OIL 1ABSORBANT PILLOW INSERTE SILTSACK SCAN BE OR,
MADE COMPLETELY FROM AN OIL-ABSORBANT SILTSACYk , WITH A WOVEN PILLOW INSERT.
02 PERMIT REVISIONS 2017-08-25
5. CONTRACTOR SHALL REMOVE SEDIMENT CONTROL FACILITIES AFTER FINAL STABILIZATION. °a
TRENCH DRAIN PLAN VIEW PROJECT NO.: 83200
NOTES
FUGITIVE DUST CONTROL SILT SACK
1. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES
THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST AND TO INCORPORATE THE FOLLOWING:
w N.T.S. PLAN-SEDIMENT
AS DIRECTED BY THE LOCAL JURISDICTION
1. MUD AND DIRT TRACKING ONTO PAVED SURFACES SHALL BE PREVENTED. ANY MUD AND DIRT TRACKING ONTO PAVED TRENCH DRAIN SOCK CONTROL
3 SURFACES SHALL BE CLEANED UP DAILY. N.T.S.
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