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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 PROJECTID NUMBER <br /> . <br /> 1703MNTR.005 ROW EVT 1328 <br /> GEOTEXTILE 1.Size the BelowInlet 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. PRwscT LounoN: <br /> shown is this plan upon approval i lithe Engineer. <br /> 2.Structure shall be constructed such that g-mudile 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). 4634 ALGER 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 O 0 Z <br /> — <br /> GRATE FRAME O o <br /> a'4 DRRAINNAGEE GRATE Lu r^ Q <br /> (CROSS BRACES NOT SHOWN) .°p -RECTArvcu RERIEVAL SYSTEM ITYP.) V C) V/ <br /> Q <br /> SEDIMENT AND DEBRIS a OVERFLOW BYPASS O Lu DO <br /> � N Z Z <br /> 'p BELOW INLET GRATE DEVICE o v Z O 0 ~ <br /> O U <br /> 0 <br /> FASTEN CROSSSS�BRACmS NOT ES OR WIRE O <br /> ER WITH E <br /> PoST(SEE STD.SPEC,8A SunA). BRACES TO ST ORME ROOD S S FILW TER (N/) Z I— Z <br /> U <br /> �® z d w z <br /> GEOTEXTILE FOR <br /> TEMPORAR SPEC 2SILT <br /> TFENCE <br /> ABLE 6 � I/)��I Q LL O O <br /> )i -- A Ir <br /> BELOWINLET GRATE DEVICE OVERFLOW BVPASS(rYP) �_ (7 <br /> V) w <br /> COMPACTED NATVE BOIL 1 eQ eQ W �m D z <br /> U O <br /> FLOW GRATE > h > h a p e Q <br /> SILT FENCE-SEE <br /> v ,BID PLAIN 13010 NOT TO SCALE <br /> BURY GEOTEXTILE 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 400 CM1avez St. 11334.BB7.6GO, <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 Sm. 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 Specifcations 2. Perform maintenance to accordance with Standard Specifications <br /> F rASTEN GEOTEXTILE TO 8-01.3(9)A and 8.01.3(15). 8-01.3(9)A and 8-01.3(15). <br /> POST &•III O.C. <br /> 3. Splices shall never be placetl in low spots or sump locations.If Fo TENGGEROTEXTILE TO 3. Splices shall never be placetl In low spots or sump locations.If <br /> GEOTEXTILE splices ere ocatetl 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 Project Engineer approves the installation. <br /> BACC—LED PACTIEp ? 4. Install silt fencing parallel to mapped contour lines. GEOTEXTILE 4. Install silt fencing parallel to mapped contour lines. <br /> COMPACTENATIVE SOIL <br /> O ¢®fb <br /> F10 SZ 1 MO.KING TENSILE STRENGTH,E NYLON Bffi(1N STABILIZED ACKFILLED& <br /> BC...PACSOED � SEE NOTE I ENGINEER: AB <br /> BEENGTS, ,269 SILESTRENGTH,`U STABILIZED DRAWN BY: AS <br /> a <br /> N, aTABILI ®� REVISIONS <br /> BUIxv GIIN TRENCH _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EOTEXTILE Q o®� Y GIN TRENCH 2 <br /> Qo =4 g®� GEOTEXTLEFORHGHVISIBILITYSI FENCE <br /> Cp LCR-ORAHGE ISEESTANDARDLT <br /> B h a..p),TABLE 6CT <br /> ION <br /> NOTE ®v' Aplffl <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH SFECIF SPECIFICATION FORRESILT 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 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- <br /> OCAL) EL EXCEPT AS MAY BE OTHERWISE PROVIDED SHALL <br /> CONTRACT <br /> $vAplflO G FASEVERTOg POST a`f'P CAL) THERE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> TYPICAL HIGH VI Y SILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC.. B <br /> �q BEEN OTEI Q WffHOUT BACKUPCKUP SUPPORT BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOTT <br /> fl,0•fu" ¢ ISOMETL POSTS 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 /> (TYPICA) <br /> o TYPICAL) <br /> FABRIC(GEOTEXTILE) <br /> BEE NOTEI 't W ITX BAC OUT KUP SUPPORT ISOMETRIC SILT FENCE HIGH 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. N LOCE AT THE W SPOTS OR SLIP,JOINING <br /> LOCATIONS. <br /> SPLICEIONS 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 />