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TEMPORARY EROSION/SEDIMENTATION CONTROL verizonv" <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 PROJECTID NUMBER <br /> . <br /> 1801AUJE.19 ROW EVT 0580 <br /> GEOTEXTILE 1.Size the BelOW Inlet Son,Device(BIGD)for the storm water Structure it CITY OFEVERETT <br /> INLET 1.shown <br /> prefabricated units may be used in lieu of the design will service. PRo�ECT 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 nave a built-in high-flow relief system(overflow bypass). 3619 BUCKER AVE <br /> materialltahe,,be fastened to posts creating a seam- 3. The retrieval system must allow removal of the BIGD without spilling the 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). M.MAX <br /> DRAINAGE GRATE d <br /> TRIM <br /> GRATE FRAME O Z <br /> C O <br /> a'4 DRRGRNATEE GRATE LLJ U U Q <br /> (cRoss BRACES NOT SHOWN) .°p -REcrANGu RERIEVAL srsTeM(TYP.) V <br /> SEDIMENT AND DEBRIS > Q J <br /> 4 OVERFLOW BYPASS O EY' a N <br /> L N Z U Z <br /> o BELOW INLET GRATE DEVICE p 4! z ~ <br /> C O (� <br /> C n > Z <br /> FASTEN SCREWRSS AILS.ISRACES m_0NTES OR WIRE S FILTER (/) Z w <br /> POST(SEE STD.SPEC.BA1.3(9AA). BRACES TO STABILIZE WOOD s U <br /> CO <br /> GEG ¢ w = <br /> TS 'SEE STD,SPEC 43S211).TPBLE6 li,�1 - BELOW GRATE DEVICE Cr <br /> J <br /> OVERFLOW BYPASS(rYP) / C7 <br /> --_—— <br /> —--_ N (n W <br /> COMPACTED NATIVE BOIL l Lu ��� v zZ <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 /> �-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. 0 1 334.00].6GO, <br /> Suite 400 f1334.00].6u24 <br /> Austin,TX]B]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 SH01.3dNA, NOTES POST STD. NOTES <br /> c. 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 /> reinstall"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. GEOTE(TILE 4. Install silt fencing parallel to mapped contour lines. <br /> NATIVE SOIL <br /> O ¢®fb <br /> FLO� SZLFMO.KING TENSILE B STRENGTH,E NYLON Bffi(1N STABILIZED ACNFILLEDa <br /> BCCOOMPPACTEED � SEE NOTE) ENGINEER: AB <br /> BEE NOTE, ,2 aILE=TH,(MN.GRADE'D DRAWN BY: Ps <br /> a <br /> w aTAeILI ®� REVISIONS <br /> BUIxv GIIN TRErvw _ �" 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 /> COLSR-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 GEOTE�ILIEF SEILT FENCE-SEE STANDARD NOTE r,01Ay' �Fp <br /> SURFACE FOLLOWING EXCAVATION TO AVOID CONCEM- 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 CONCERT- <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) EL EXCEPT AS MAY BE OTHERWISE PROVIDED SHALL <br /> CONTRACT <br /> $PAplflO G FASEVE TO RYSOOSC a4'P CAL) THERE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <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 /> FIEPRUDDUCED, COPIED, OR USED <br /> fl,0•fu" ¢ ISOMETRIC WITHOUT SPECIFIC WRITTENRERMISSIONR Ann' PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FASTEN'EOT <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN.)O.C. SCALE <br /> (TYPICAL) <br /> o FABRIC(GEOTEXTI-E) <br /> TYPICAL) <br /> BEE NOTE) Q W ITX BAC OUT KUP SUPPORT ISOMETRIC SILT FENCE HIGH VISIBILITY HORIZONTAL: N/A <br /> (STEEL POSTS SHOWN) SILT FENCE <br /> VERTICAL: N/A <br /> SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH SHEET t OF t SHEET SHEET,OF 1 SHEET <br /> TOGETHER To PRIEVENTSLTLADEN WATER <br /> FROM FR REVENLAIDAR'N <br /> O Goi <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. NLOCE AT THE W SPOTS OVENSIIP,JOINING SEC IONS 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 />