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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.001 ROW EVT 2390 <br /> GEOTEXTILE 1.Size the BelowInlet Gram DEACS(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 g-mudile 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). 320E 2OTH ST <br /> maternal ahall 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). JI <br /> DRAINAGE GRATE UJI <br /> 6 MTRIM <br /> O Z (n <br /> O Q z <br /> GRATE FRAME n 4 RRUMNAEE GOATEE Lu Q <br /> (CROSS 6RACES NOT SHOWN) .°p -RECTArvcU RERIEVAL SYSTEM(TYP.) V C J <br /> SEDIMENT AND DEBRIS > J <br /> a OVERFLOW BYPASS O ll. N <br /> L N z z <br /> 'D BELOW INLET GRATE DEVICE o v 0 O ~ <br /> U U <br /> / o <br /> FASTEN SCREWS,SOABRACES <br /> ONOTES OR WIRE 01 LL O <br /> POST(SEE STD.SPEC,BA1.3(9AA). BRACES TO STABILIZE WOOD SS FILTER C / U u <br /> C Q > In <br /> e J U <br /> z a _ <br /> GEOTEXTILE FOR <br /> TEMPORAR SPEC 2SILT <br /> TFENCEABLE 6 � I �I Q LL � <br /> - ----- A BELOW GRATE DEVICE OVERFLOW BYPASS(rYP) (7 <br /> J IY <br /> ---- <br /> DGMPACTEDN NATI ESOIL o o Lu ■■■ LL zz <br /> U O (]� <br /> FLOW GRATE > h > h a p e Q /</f� <br /> L/ <br /> STDSILTFENC 1301E <br /> v NOT TO SCALE <br /> BURY GEOTEXTILE IN TRENCH a Z INLET <br /> b <br /> INLET 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 CM1avez 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 BTU, 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 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 GErOTEXTILE 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 /> reinstall"unless the Project Engineer approves the installation. reinstall"unless the Project Engineer approves the installation. <br /> BACOKFILLED 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� SZ 1 MO.KING TENSILE STRENGTH,E NYLON Bffi(Ui STABILIZED ACKELLED a <br /> BCCOOMPPACTEED � SEENOTEI ENGINEER: AB <br /> SEE NOTE 1 12w3 SILESR TH,(UINGRADE'D DRAWN BY: JBW <br /> a <br /> \\ STABILI ®� REVISIONS <br /> BUIxv GIIN TRErvw _ 3q'2 �" n,=P 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 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® 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 (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 TTO6POOST a4'P CAL) THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> 0� TYPICAL HIGH VISIBILRY SILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> ��q SEE NOTE Q WRHOUT 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 TYPICAL S-FIENCE FABRIC(GEOTEX TYPICAL) <br /> TILE) <br /> BEE NOTEI Q WIT 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 BPOTB 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 />