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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 /> 1801AVAO.6 ROW EVT 1412 <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. anoIECT LounoN: <br /> shown is this plan upon approval i lithe Engineer. <br /> 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). <br /> 2.Stluctureshallbeconstrectedsuchthatgeolexlile 309EASTCASINORD, <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). 1 1 1 <br /> DRAINAGE GRATE JI a /W///�� <br /> TRIM / <br /> Z y <br /> V O /= O <br /> GRATE FRAME ri d RRG'RAA RATE GOATEE W LL Q <br /> (cRoss BRACES NOT SHOWN) .°p -REcrANGu RETRIEVALS EM ITYR) U � rn J <br /> SEDIMENT AND DEBRIS 4 > V J <br /> OVERFLOW BYPASS O ll. N <br /> L N Z Z <br /> 'D BELOW INLET GRATE DEVICE o v Z O ~ ~ <br /> F4ETENSCR CRRSSESABRACES <br /> TOGESER WIRE E O <br /> POST(SEE STD.SPEC,BA SN)A). BRACESTOSTABF ME ACOD SS FILTER RHO In Z <br /> Co / LL\U O <br /> C Q / L) <br /> C /) J <br /> e® z VV Q_ w 7 <br /> GEATEXTILE FOR <br /> TEMPORAEC W SIlLT 11).TFENCE <br /> Q LL. <br /> ABLE 6 <br /> BELOW GRATE DEVICE OVERFLOW BVPASS(rYP) <br /> N F. <br /> � LL W <br /> COMPACTED NATVE SOIL <br /> U O _///� <br /> FLOW GRATE Q VJ <br /> U <br /> STOFPLAN13010 <br /> vENCE S IS <br /> NOT TO SCALE <br /> BURY GEATE%TILE 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 <br /> O FOR ILLUSTRATIVE PURPo ores reap,Inc. w I wxw.fg-)renal <br /> SEsI Sure E Cesar .Ch..St. D 1 334.00].6064 <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 8,01.3us,k 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 /> F EASTEN GEOR%TILE TO 8-01.3(9)A and 8.01.3(15). 8-01.3(9)A and 8-01.3(15). <br /> POST 6•III O.C. <br /> 3. Splices shall never be placetl in low spots or sump locations If Fo TENGGEEOTEXTILE TO 3. Splices shall never be placetl In low spots or sump locations.If <br /> GEOTEXTILE splices are locatetl 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 <br /> . reinstalled unless the Project Engineer approves the installation. <br /> BACONFILLED PACTIEp ? 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 ACNFILLIS <br /> BCEOAMPPASTEED � SEE NOTE) ENGINEER: AB <br /> BEE NOTE, ,2r6 BILE=TH,(MN.GRADE'D DRAWN BY: AS <br /> a <br /> 77 <br /> w aTABILI ® REVISIONS <br /> BuavcINOTRENCH _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EOTEXTILE � Q o_ ®� � YGIN TRENCH 2 � <br /> GEOTEXTILE FOR HIGH VISIBILITY SILTFENCE <br /> COLR-ORAGE)SEE STANDARD <br /> B h SPECIFICATION_(1),TABLE 6 CT <br /> ION <br /> NOTE ®v' AplflO <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH GEECIF ATI FOR ILT FENCE-SEE STANDARD NOTE O,61A�' �Fp <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 6ON AROUND TRENCH AS MUCH AS IS FEASIBLE,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 /> (STEEL POSTS SHOWN) T- <br /> OCAL) EL EXCEPT AS MAY BE OTHERWISE PROVIDED SHALL <br /> CONTRACT <br /> $vApIFlO G FASEVE TO RYSOESC a`f'P CAL) THERE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> TYPICAL HIGH VISIBILRYSILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T BE <br /> SEE NOTE 1 Q WITHOUT BACKUP SUPPORT REPRODUCED, <br /> ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> 8,0•fu" ¢ ISOMETRIC WITHOUT SPECIFIC WRITTENRERMISSIONOPIED, OR USED R ANY PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FASTEN GEOT <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN.)O.C. SCALE <br /> WPICP) <br /> o FABRIC(GEOWPICAL) <br /> PENCEPICP) <br /> BEE NOTE) 't WITXOUT BACKUP SUPPORT <br /> 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 1 OF 1 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 />