Laserfiche WebLink
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 PROJECTID NUMBER <br /> . <br /> 1703MNTR.004 ROW EVT 0586 <br /> GEOTEXTILE 1.Size the Belo,Inlet Grete 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. PRo�ECT LounoN: <br /> shown is this plan upon approval i lithe Engineer. <br /> 2.Structure shall be constructed such that geoleXtile 2. The BIGD shall nave a built-in high-flow relief system(overflow bypass). 3619 BUCKER AVE <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 °0 <br /> Z <br /> GRATE FRAME U o Z <br /> n'4 DRRAINNAGEE GRATE Lu W Q <br /> (cnoss eRAc6s NOT s"owN) o -RECTArvcu RERIEVAL SYSTEM JYP.) J /� � Q SEDIMENT AND DEBRIS , W <br /> a OVERFLOW BYPASS O ll. a N <br /> L N Z C) Z <br /> 'D BELOW INLET GRATE DEVICE o Cv z O ~ <br /> C O > z <br /> FASTEN SCREWRSS AILS.HmSONOTES OR WIRE 01 <br /> PoST(SEE STD.SPEC.BA1.3(9AA). BRACES TO STABILIZE WOOD SS FIL�R�D (/) Z W0 <br /> C Q _ U <br /> C N J <br /> ®4a i'I z d Q 7 <br /> GEOTSXTILE FOR TEMPORARY SILT FENCE <br /> SEE STD.SPEC 9 2(1).TABLE ll),�I Q LL = 0 <br /> BELOW INLET GRATE DEVICE OVERFLOWBYPASS(rYP) CO /J (J <br /> —_--— N Q � <br /> _ >> W <br /> COMPACTED NATIVE SOIL l Lu ��� z <br /> FLOW GRATESILT > h > h a p e Q <br /> ETDFENCE-BE <br /> PLANI3010 <br /> v NOT TO SCALE <br /> BURY GEOTEXTILE IN TRENCH a Z INLET <br /> b <br /> "LET <br /> 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-Inc.nel <br /> aEs) Suite E Cesar .Ch..St. D 1 334.007.6u64 <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. 1a19)A <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 entls of the fence. to prevent sediment from Flowing around the ends of the fence. <br /> 2. Perform maintenance in accordance with Standard Specifcations 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 TEGEROTE)fTILE 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 /> minstalletl unless the Project Engineer approves the installation. reinstall"unless the Proj..Engineer approves the installation. <br /> BACC—LED p ? 4. Install silt fencing parallel to mapped contour lines. GEOTEXTLE 4. Install silt fencing parallel to mapped contour lines. <br /> COMPACTENATIVE SOIL <br /> OST <br /> O ¢®fb <br /> F10` SZ 1 MO.KING TENSILE STRENGTH,E NYLON Bffi(1N STABILIZED AC—LED a <br /> V` BCCOOMPPACTEED � SEENOTEI ENGINEER: AB <br /> BEE NOTE, ,2. BILESR TH,(UINGRADE'D DRAWN BY: Ps <br /> a <br /> \\ aTABILI ®� REVISIONS <br /> BUIxv GIIN TRErvw _ �" 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' Aplffl <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P <br /> DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH SPECIFICATION <br /> PECIE ATI FOR ILT FENCE-SEE STANDARD NOTE 8,61Ay' �Fp <br /> SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND 6" <br /> RATING FLOM.TUNDE UNDERCUTTING <br /> , BE ADEQUATE TO Q® 9J3311L TABLE 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 (rvPICA4 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 TTOBPOST a`f'P CAL) THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> 0� TYPICAL HIGH VISIBILITY 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•(IN)O.C. SCALE <br /> (TYPICAL) <br /> o TYPICAL S­FEINCE FABRIC(GEOTEXTI-E)TYPICAL))))) <br /> BEE NOTE 't WITXOUT BACKUP SUPPORT <br /> ISOMETRIC <br /> HIGH VISIBILITY HORIZONTAL: N/A <br /> C SILT FENCE <br /> (STEEL POSTS SHOWN) SILT FENCE <br /> VERTICAL: N/A <br /> SPLICED FENCE SERCTIONS SHALLOBE 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 <br /> OININ 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 />