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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 BelOW Inlet Son,Davice(BIGD)for the storm wstar Structure it CITY OFEVERETT <br /> INLET 1.shown <br /> Prefabricated units may be used in lieu of the design will service. PROJECT LounoN: <br /> shown on this plan upon approval of the Engineer. <br /> 2.Structure shall be constructed such that ii-mu the 2. The BIGD shall have a baiB-in high-flow relief system(ovemow bypass). 2215 MERRILL CREEK PKWY <br /> maternal shall 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). 5•MAX. <br /> DRAINAGE GRATE d <br /> TRIM <br /> GRATE FRAME O Z <br /> V <br /> O Z <br /> n'4 DRAINAGE GRATE W Q <br /> (CROSS 6RACES NOT SHOWN) .°p -RECTArvcu RERIEVAL SYSTEM(TYR) J = L.LI <br /> Lu <br /> SEDIMENT AND DEBRIS a j Q <br /> OVERFLOW BYPASS O ll. = N <br /> >_ N Z d Z <br /> F <br /> FASTEN SCREWS,CROSS BRACES NOT ES OR WIREER WITH BELOW INLET GRATE DEVICE Q W O O Z <br /> POST(SEE STD.SPEC,BA1.3(9AA). BRACES TO STABILIZE WOOD SS FIL�R�D Lyr (/) Z \ Q <br /> UCC l/E�,1�' Q W U <br /> e C `V J LLI <br /> ®� z a Y <br /> GEOTSXTILE FOR <br /> TEMPORAR2SILT <br /> TFENCE <br /> ABLE E ll�j,�l Q L.L. = x <br /> BELOW GRATE DEVICE OVERFLOW BYPASS(rYP) �_ J C7 <br /> _—--— N (n LL IY <br /> z <br /> N ---— <br /> COMPACTED NATVE SOIL l W ��� z <br /> FLOW GRATESILT > h > h e h> Q <br /> STDFPLAN 13010 <br /> v NOT TO SCALE <br /> BURY GEOTE%TILE IN TRENCH a Z INLET <br /> b <br /> INLET FORESITE <br /> low 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::11 t <br /> SES) Suite E Deser CM1avez St. D 1 334.00].6u64 <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 8d1.3191A NOTES POST SEE STD, NOTES <br /> SPEC. 1.3onA <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%TLE TO 8-01.3(9)A and 8.01.3(15). 8-01.3(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 TEGEROTEXTILE 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 Pimp.Engineer approves the installation. <br /> 6ACCKFILLED p ? 4. Install silt fencing parallel to mapped contour lines. GEOTSXTILE 4. Install silt fencing parallel to mapped contour lines. <br /> NATIVE SOIL <br /> OST <br /> O ¢®fb <br /> FLO� SELF-LOCKING TENSILE B STRENGTH,E NYLON sffi(1N STABILIZED ACKFILLEDa <br /> BCCOOMPPACTEED � SEENOTEI ENGINEER: AB <br /> SEE NOTE 1 12. BILESR TH,(UINGRADE'D DRAWN BY: ss <br /> a <br /> \\ aTAeILI ®� REVISIONS <br /> Bulxv GINOTRErvw _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EOTEXTILE Q o®� Y GIN TRENCH 2 <br /> Qo =4 g®� GEOTEXTILE FOR H GH VISIBILITY SILTFENCE <br /> Cp LCR-ORAHGE ISEESTANDARD <br /> B h a..p),TABLE 6CT <br /> ION <br /> NOTE ®v' AplflO <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P <br /> DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH SPECIFICATION <br /> pECIF ATI FOR ILT FENCE-SEE STANDARD NOTE O,61Ay' �Fp <br /> SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND 6" <br /> RATING FLOWS.COMPACTION MUST BE ADEQUATE TO Q® 9J33(1),TABLE 6 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 (TYPICAL) PREVENT UNDERCUTTING FLOWS. <br /> (STEEL POSTS SHOWN) TYPICAL INSTALLATION DETAIL <br /> (STEEL POSTS SHOWN) T-OR STEEL EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> 7571 $PAplflO G FASTEN TTO6POOST a`f'P CAL) THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> 0� TYPICAL HIGH VISIBILIry SILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> ��q SEE NOTE Q WITHOUT BACKUP SUPPORT BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> fl,0•fu" ¢ ISOMETRIC REPRODUCED IFCOPIED,R USED FOR ANY PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FASTEN'EOT <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(ITNI O.C. SCALE <br /> (TYPICAL) <br /> o FABRIC(GEOTEXTILE) <br /> TYPICAL) <br /> BEE NOTEI 't WITXOUT BACKUP SUPPORT HIGH VISIBILITY HORIZONTAL: N/A <br /> ISOMETRIC SILT FENCE <br /> (STEEL POSTS SHOWN) SILT FENCE <br /> VERTICAL: N/A <br /> SPLICED FENCE SERCTIONS SHALLDBE CLOSER ENOUGH SHEET 1 OF 1 SHEET SHEET I OF 1 SHEET <br /> TOGETHER To PEVENTS <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. NLOCE AT THE W SPOTS OVENSIIP,JOINING SEC 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 />