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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 PROJECTIDNUMBER <br /> 1703MNTR.9 ROW EVT 0575 <br /> GEOTEXTILE 1.Size the Below Inlet Son,DaVice(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. 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 built-in high-flow relief system(overflow bypass). 2320 HEWITT AVE <br /> material ahe,,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. W <br /> 4.Perform maintenance in accordance with Standard Q <br /> Specification 8-01.3(15). <br /> DRAINAGE GRATE JI <br /> TRIM d <br /> O Z CD <br /> O z <br /> GRATE FRAME n 4 RRAINAEE GOATEE LJ ~ > F <br /> (CROSS BRACES NOT SHOWN) p -RECTANGu RETRIEVAL SYSTEM T"P.) V /� \ W Q <br /> SEDIMENT AND DEBRIS <br /> a ■W� V <br /> OVERFLOW BYPASS O W N <br /> L V) z = Z <br /> BELOW INLET GRATE DEVICE Q v z ^ 0 Z ~ <br /> ° C ♦ " o <br /> FASTEN SCREWRSS ALS.INmSONOTES OR WIRE U O <br /> POST(SEE STD.SPEC.BA1.3(9)A). BRACES TO STABILIZE WOOD SS FILTER TES W U <br /> Q Z o <br /> V1 J <br /> GEo ®� I Q W TEXTSEFOR TEMPORARY SILT ABLE 6 A A BELOW INLET GRATE DEVICE OVERFLOWBYPASS(T ) � Z <br /> -SEE STD.SPEC 43S211).TPBLE6 — <br /> _--- @ \ ---- VI <br /> U) <br /> COMPACTED w.TVE SOIL IN :moo :moo V •� z <br /> FLOW O <br /> GRATE O D O D O D O W <br /> a ,e <br /> SILT <br /> v FENCE <br /> > <br /> TOPLAN 13010 NOT TO SCALE W <br /> BURY GEOTEXTILE IN TRENCH a Z INLET <br /> INLET b FORESITE <br /> low SHEET 1 OF 1 SHEET SHEET 1 OF 1 SHEET group <br /> (ENTIRE FENCE NOT SHOWN <br /> O FOR ILLUSTRATIVE PURPo ores reap,Inc. w I wxw.fg-Inc.nel <br /> SEsI Sure E Ceser Ch..St. D 1 334.007.6064 <br /> Suite 400 f1334.00].6024 <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 STD, <br /> SPEC 9HI1.319)A 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 abound 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 GERO ETO 8-01.3(9)A and 8.01.3(15). "1.3(9)A and 8-01.3(15). <br /> e•0rv.)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 /> GEOT—TILE 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 /> reinstalled unless the Project Engineer approves the installation. reinstalled unless the Project Engineer approves the installation. <br /> BACO—LED p ? 4. Install silt fencing parallel to mapped contour lines. GEOTEXTLE 4. Install silt fencing parallel to mapped contour lines. <br /> NATIVE SOIL <br /> OST <br /> O ¢®fb <br /> FLO� SELF-LOCKING TENSILE S STRENGTH,E NYLON sffi(1N STABILIZED ACK LLEDa <br /> BCCOOMPPACTEED � SEE NOTE) ENGINEER: AB <br /> SEE NOTE, ,2r9 aILESR TH,`UIN.GRADE'D DRAWN BY: AB <br /> a <br /> e®� \i aTAeILI ®� REVISIONS <br /> Buav GIIN TRErvw _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EOTEx]LE � Q o®� YGINTRENCH 2 <br /> Qo =4 g®� GEOTEXTILE FOR H GH VISIBILITY SILTFENCE <br /> COLCR-ORAHGE ISEESTANDARD <br /> B h ION <br /> 9933111,TABLE 6 CT <br /> NOTE ®� AplitO <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® 9J3.2111.TABLE 6 LTf 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 /> $PAplflO G FASTEN O RTOg OSC a`f'P CAL) THERE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> TYPICAL HIGH VISIBILITY SILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> �q SEE NOTE 1 Q WITHOUT BACKUP SUPPORT BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> 8,0•fu" ¢ ISOMETRIC REPRODUCED,IF COPIED,R USED FOR ANY PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN)O.C. SCALE <br /> ON <br /> FASTEN'EOT <br /> WPICP) <br /> o� FABRIC(GEOTEMILE) <br /> "LlPENCEPICP) <br /> BEE NOTE) 't WITXOUT SUPPORT <br /> ISOMETOMET RIC 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 1 OF 1 SHEET SHEET,OF 1 SHEET <br /> TOGETHER To PRIEVENTSLTLADEN WATER <br /> FROM REVENLAIDAR'N <br /> O Gai <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. N LOCE AT THE W BPOTB OR SLIP,JOINING <br /> LOCATIONS.IONS SHALL NOT BE PLACED <br /> HIS G THE <br /> 3/22/13 3122113 <br /> SPLICE DETAIL SPLICE DETAIL SHEET: E-04 <br /> (WOOD POSTS SHOWN) (WOOD POSTS SHOWN) <br />