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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 PROJECTIDNUMBER <br /> 1801AVAO.3 ROW EVT 0637 <br /> GEOTEXTILE 1.Size the Betow Inlet Gram Device(BIGD)for the storm wstar struiit CITY OFEVERETT <br /> INLET 1.shown <br /> Prefabricated units may be used in lieu of the design will service. PRw6cT LounoN: <br /> shown on this plan upon approval of the Engineer. <br /> 2.Structure shall be constructed such that g-mudile 2. The BIGD shall have a baiB-in high-flow relief system(Dvemow bypass). 2215 ZE ILL CREEK PKWY <br /> maternal 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 /> GRATE FRAME O Z <br /> V <br /> O Z <br /> n'4 DRRAINNAGEE GRATE W Q <br /> (CROSS 6RACES NOT SHOWN) .°p -RECTArvcu RERIEVAL SYSTEM ITYR) U = l.Ll <br /> SEDIMNTAND DEBRIS a j Q <br /> OVERFLOW BYPASS O E,` = N <br /> >_ N Z d Z <br /> F <br /> FASTEN CROSSSS�BRACmS NOT ES OR WIREER WITH .o p '•D BELOW INLET GRATE DEVICE Q W O O Z <br /> PoST(SEE STD.SPEC,BA1.3(9AA). BRACES TO STABILIZE WOOD SS FILTER Lyr (/) Z \ Q <br /> UUC Q LULU U <br /> e C v J W <br /> ®� z a Y D <br /> GEOTSXTILE FOR TEMPORARY SILT FENCE SEE STD,SPEC 9 2(1).TABLE /l/,�I Q w = Er <br /> )i -- A BELOWINLET GRATE DEVICE OVERFLOW BYPASS(rYP) �_ J C7 <br /> z <br /> N ---— <br /> COMPACTED NATVE BOIL l W <br /> U O <br /> FLOW GRATE > h > h e h> Q <br /> SILT FENCE-SEE <br /> v ,BID PLAN 13010 NOT TO SCALE <br /> BURY GEOTE%TILE IN TRENCH a Z INLET <br /> b <br /> INLET <br /> FORESITE <br /> SHEET 1 OF 1 SHEET SHEET 1 OF 1 SHEET group <br /> (ENTIRE FENCE NOT SHOWN O FOR ILLusTRATIVE PURPOSES) ores reap,Inc. w I wxw.fg-7::11l <br /> SEs) Suite E Ceser CM1avez St. D 1 334.00].6GO, <br /> Suite 400 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 STD, <br /> SPEC 81 NOTES POST SEE III NOTES <br /> 1. Install the ends of the sill fence to point slightly upslope to prevent SPEC. 1a(a)A 1. Install the ends of the high visibility silt fence to point slightly upslope <br /> Sediment from flowing around the an as 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 GErOTEXTILE TO 8-01.3(9)A and 8.01.3(15). 8-01.3(9)A and 8-01.3(15). <br /> OST III OC <br /> 3. Splices shall never be placetl in low spots or sump locations.If Fo TENGGEROTE)HE TO 3. Splices shall never be placetl In low spots or sump locations.If <br /> GEOTEXTILE splices ere located in low or sump areas,the fence may need to be s•pN.)o.c. splices are located in low or sump areas,the fence may need to be <br /> reinstalled unless the Project Engineer approves the installation. reinstalled unless the Project Engineer approves the installation. <br /> 6ACCKFILLED PACTIEp ? 4. Install silt fencing parallel to mapped contour lines. GEOTSXTILE 4. Install silt fencing parallel to mapped Contour lines. <br /> NATIVE SOIL <br /> O ¢®fb <br /> F10 12C*MO.KING TENSIL'E NYLON sffi EB STRENGTH,(1N STABILIZED ACIO=ILLEO& <br /> BC...PACSOED � SEE NOTE I ENGINEER: AB <br /> BEENGTS, I`— SILESTRNGTH,`U STABILIZED DRAWN BY: NL <br /> a <br /> �w aTAeILI ®� REVISIONS <br /> Bulxv GINOTRErvw _ '2 �" DATE DESCRIPTION INITIAL <br /> a® BUR EOTEXTILE Q o 04/02/19 REVISION 1.0 AS <br /> Y GIN TRENCH 2 <br /> Qo =4 g®� GEOTIS LEFORHGHVISIBILITYSI FENCE <br /> Cp LCR-ORAHGE ISEESTANDARDLT <br /> B h a..p),TABLE 6CT <br /> ION <br /> NOTE ®v' AplflO <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH SPECIFICATION <br /> FECIF ATI FOR <br /> SILT FENCE-SEE STANDARD NOTE <br /> O,61Ay' �Fp <br /> SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND 6" <br /> RATING FLOWS.TUNDE UNDERCUTTING <br /> , BE ADEQUATE TO Q® 9J3.211L TABLE SECTION AROUND TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH <br /> PREVENT UNDERCUTTING FLOWS. 4A POST SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- <br /> -WOOD OR STEEL RATING FLOWS.COMPACTION MUST BE ADEQUATE TO <br /> TYPICAL INSTALLATION DETAIL (rYPICA4 PREVENT UNDERCUTTING FLOWS. <br /> (STEEL POSTS SHOWN) TYPICAL INSTALLATION DETAIL <br /> (STEEL POSTS SHOWN) T- <br /> OCAL) EL EXCEPT AS MAY BE OTHERWISE PROVIDED SHALL <br /> CONTRACT <br /> $PAplflO G FASEVERTOg POST a`f'P CAL) THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> TYPICAL HIGH VI YSILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC.. B <br /> �q BEEN OTEI Q WTHOUT BACKUPCKUP SUPPORT BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOTT <br /> fl,0•fu" ¢ ISOMETL POUTS S RICHO WN) WITHOUT SPECIFIC WRITTEN RERMISSION. ANY PURPOSE <br /> (STEE <br /> FASTEN'EOT <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN.)O.C. SCALE <br /> (TYPICAL) <br /> o FABRIC(GEOTEXTILE) <br /> BEE NOTEI W ITX BAC <br /> 't OUT KUP SUPPOR TYPICAL) <br /> T ISOMETRIC SILT FENCE NIGH VISIBILITY HORIZONTAL: N/A <br /> (STEEL POSTS SHOWN) SILT FENCE <br /> VERTICAL: N/A <br /> SPLICED FENCE SERCTIONS SHALL" <br /> DBE CLOSERENOUGH SHEET 1 OF 1 SHEET SHEET I OF 1 SHEET <br /> TOGETHER TO PEVENT"TIEN <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. NLOCE AT THE W SPOTS OVENSIIP,JOINING <br /> OININ SE IONS SHALL NOT BE PLACED <br /> 3/22/13 3/22/13 <br /> SPLICE DETAIL SPLICE DETAIL SHEET: E-04 <br /> (WOOD POSTS SHOWN) (WOOD POSTS SHOWN) <br />