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TEMPORARY EROSION/SEDIMENTATION CONTROL verizon <br /> WSDOT-I-40.10-00 WSDOT-I-40.20-00 PROJECT: <br /> TEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED AREAS STORM DRAIN INLET PROTECTION PROJECT ID NUMBER <br /> 1801AVAO.10 ROW EVT 1137 <br /> GEOTEXTILE 1.Size the Below Inlet Son,DeVice(BIGD)forthestormwaterStructureit CITY OFEVERETT <br /> INLET 1.shown <br /> prefabricated units may be used in lieu of the design will service. anoIECT LounoN <br /> shown is this plan upon approval i lithe Engineer. <br /> 2.Structure shall be constructed such that g-mudile 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). 961 O 19TH AVE SE <br /> material She,,be fastened to posts creating a seam- 3. The retrieval system must allow removal of the BIGD without spilling theIS.joint EVERETT,WA <br /> collected material. <br /> 3.Ensure that Fording height of water does not cause 4.Perform maintenance in accordance with Standard Specification 8-01.3(15). <br /> Flootling on adjacent roadways or private property. <br /> 4.Perform maintenance in accordance with Standard <br /> Specification 8-01.3(15). <br /> DRAINAGE GRATE JI d <br /> TRIM <br /> Z //VV////TT GRATE FRAME ri d RRAIRAA RATE <br /> HOGRATE W O Q O <br /> (cRoss BRACES NOT SHOWN) .°p -REcrANGu RETRIEVALS EM T"P.) U = J <br /> SEDIMENT AND DEBRIS > J <br /> 4 OVERFLOW BYPASS O ILL! N <br /> L N Z <br /> Z F <br /> 'D BELOW INLET GRATE DEVICE o v z O <br /> F4ETENSCR CROSS BRACES TOGETHER <br /> WIRE O > Z <br /> POST(SEE STD.SPEC.BA1.3(9)A). BRACES TO STABILIZE WOOD SS FILTER to Z III U <br /> CC � Q LLJ U <br /> e® C z CIO d Z <br /> N <br /> GEOTEXTILE FOR <br /> TEMPORA SPEC 2(1).TFENCE <br /> ABLE 6 I11��1 Q LL <br /> (i -- A BELOW GRATE DEVICE OVERFLOW BVPASS(rYP) Im— <br /> �_ C7 <br /> z e <br /> COMPACTED NATIVE BOIL 1 ILL! ��� D _ z <br /> FLOW GRATE > h > h a p e Q <br /> SILTENCE-BE <br /> STOFPLAN13010 <br /> v NOT TO SCALE <br /> BURY GEOTEXTILE IN TRENCH a Z INLET <br /> F�'1 INLET b FORESITE <br /> SHEET 1 OF 1 SHEET SHEET 1 OF 1 SHEET group <br /> (ENTIRE FENCE NOT SHOWN 111 <br /> O FOR ILLUSTRATIVE PURPOSES) ores reap,Inc. w I wxw.fg-)renal <br /> SEsI Sure E Cesar CM1avez St. D 1 334.00].6GO, <br /> Suite 40 <br /> 0 f1334.00].6u24 <br /> Austin,TX]8]02 <br /> WSDOT-I-30.15-02 WSDOT-I-30.17-00 <br /> SILT FENCE HIGH VISIBILITY SILT FENCE <br /> POST-SEE STS, <br /> SPEC 8,01.3doA, NOTES OST-SEE STD. NOTES <br /> SPEC. 1s191A <br /> 1. Install the ends of the sill fence to point slightly upslope to prevent 1. Install the ends of the high visibility silt fence to point slightly upslope <br /> Sediment from flowing around the ends of the fence. to prevent sediment from Flowing around the ends of the fence. <br /> 2. Perform maintenance in accordance with Standard Specifications 2. Perform maintenance to accordance with Standard Specifications <br /> FASTEN GEROR)(TILE TO 8-01.3(9)A and 8.01.3(15). "1.3(9)A and 8-01.3(15). <br /> 6.11 o.c. <br /> 3' Splices shall never be placetl in low spots or sump locations If Fo TEGEROTE)fTILE To 3' Splices shall never be placetl In low spots or sump locations.If <br /> GEOTEXTILE splices are located in low or sump areas,the fence may need to be s•prv.)o.c. splices are located in low or sump areas,the fence may need to be <br /> OST <br /> reinstalled unless the Project Engineer approves the installation. reinstalled unless the Project Engineer approves the installation. <br /> BACONFILLED p ? 4. Install silt fencing parallel to mapped contour lines. GEOTEXTILE 4. Install silt fencing parallel to mapped contour lines. <br /> NATIVE SOIL <br /> O ¢®fb <br /> FLO� SELF-LOCKING TENSILE B STRENGTH,E NYLON sffi(1N STABILIZED ACNFILLEDa <br /> BCCOOMPPACTEED � SEE NOTE) ENGINEER: AB <br /> BEE NOTE, ,2r9 BILE=TH,(MN.GRADE'D DRAWN BY: NL <br /> a <br /> e®� \i aTABILI ®� REVISIONS <br /> BuavcINoTRErvw _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EO" ILE � Q o IN TRENCH 2 <br /> Qo =4 g®� GEOTEXTILE FOR H GH VISIBILITY SILTFENCE <br /> COLCR-ORAHGE)SEE STANDARD <br /> B h IE <br /> B...2(1CATIO S6CT <br /> ION <br /> NOTE ®� AplflO <br /> Taus <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH GEOT LEF SEILT FENCE-SEE STANDARD NOTE <br /> SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND 6" <br /> RATING FLOWS.COMPACTION MUST BE ADEQUATE TO Q® 111(1),TABLE 6 LTf SURFACE <br /> TRENCH NMUCHEE AS XCAVATION <br /> N TO ALE,AND SMOOTH <br /> PREVENT UNDERCUTTING FLOWS, 4A SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- <br /> -WOOD OR STEELPOST RATING FLOWS.COMPACTION MUST BE ADEQUATE TO <br /> TYPICAL INSTALLATION DETAIL (TYPICAL) PREVENT UNDERCUTTING FLOWS. <br /> (STEEL POSTS SHOWN) TYPICAL INSTALLATION DETAIL <br /> 0 <br /> (STEEL POSTS SHOWN) T- <br /> OCAL) AIN EL EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> $PAplflO G FASTEN TO a4'P CAL) THERE DRAWINGS AND SPECIFICATIONS SHALL REM TH <br /> RYS <br /> TYPICAL HIGH VISIBILRYSILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC.. <br /> �q SEE NOTE 1 Q WITHOUT BACKUP SUPPORT BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOTT B <br /> FIEPRIDDUCED, COPIED, OR USED <br /> 8,0•fu" ¢ ISOMETRIC WITHOUT SPECIFIC WRITTENRERMISSIONR ANY PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FASTEN'EOT <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN.)O.C. SCALE <br /> (TYPICAL) <br /> o FABRIC(GEOTEXTILE) <br /> TYPICAL) <br /> BEE NOTE) 't W ITX BAC OUT KUP SUPPORT ISOMETRIC SILT FENCE NIGH VISIBILITY HORIZONTAL: N/A <br /> (STEEL POSTS SHOWN) SILT FENCE <br /> VERTICAL: N/A <br /> SPLICED FENCE SECTIONS SNALLBE CLOSE ENOUGH SHEET t OF t SHEET SHEET,OF 1 SHEET <br /> TOGETHER To PRIEVENTSLTLADEN WATER <br /> FROM REVENLAIDAR'N <br /> O Goi <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. N LOCE AT THE W SPOTS OR SLIP,JOINING <br /> LOCATIONS. <br /> SPLICEIONS SHALL NOT BE PLACED <br /> HE G THE <br /> 3/22/13 3/22/13 <br /> SPLICE DETAIL SPLICE DETAIL SHEET: E-04 <br /> (WOOD POSTS SHOWN) (WOOD POSTS SHOWN) <br />