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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.004 ROW EVT 0586 <br /> GEOTEXTILE 1.Size theBelOWlnletSon,Device(BIGD)forthestormwaterStructureit CITY OFEVERETT <br /> INLET 1.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 baut-in high-flow relief system(-e fi—bypass). 2420 39WH STREET <br /> materialltahe,,be fastened to posts creating a seam- 3. The retrieval system must allow removal of the BIGD without spilling thelenjoin EVERETT,WA <br /> collected material. <br /> 3.Ensure that ponding height of water does not cause 4.Perform maintenance in accordance with Standard Specification 8-01.3N 5). <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 a <br /> TRIM 0 — <br /> O Z <br /> O W z <br /> GRATE FRAME n a RRUMNAEE GOATEE W U Q <br /> (CROSS INN C NOT SHOWN) .°p -RECTANGu RERIEVAL BYBTEM T"P.) J = = Q <br /> SEDIMENT AND DEBRIS j a <br /> a OVERFLOW BYPASS O ll. (D N <br /> L In I- Z z <br /> 'D BELOW INLET GRATE DEVICE o v z O > ~ <br /> O ,w U > <br /> FASTEN SCREWRSS NSE.INmS NOTES OR WIRE <br /> v) <br /> PoST(SEE STD.SPEC.BA1.3(9AA). BRACES TO ATTACIA STA111 BILIZE WOOD SS FILTER V U <br /> C Q Q O <br /> @I z a Z <br /> GEOTSXTILE FOR <br /> TEMPORA 2 SILT <br /> TFENCE <br /> ABLE 6 l� �I Q LL ~ O <br /> )i -- A BELOW GRATE DEVICE OVERFLOW BYPASS(rYP) <br /> v) � <br /> z e <br /> oN ---— <br /> --_ W <br /> COMPACTED NATIVE SOIL 1 Lu Z z <br /> FLOW GRATE > h > h e h> Q <br /> SILTENCE-BE <br /> ETDFPLANI3010 <br /> v NOT TO SCALE <br /> BURY GEOTEXTILE IN TRENCH a Z INLET <br /> 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-Inc.nel <br /> SEsI Sure E Oeser 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 STS, <br /> SPEC 9-01.319)A 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 /> 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 /> 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. GEOTEXTILE 4. Install silt fencing parallel to mapped Contour lines. <br /> NATIVE SOIL <br /> OST <br /> O ¢®fb <br /> FLO� SZLFMO.KING TENSILE S STRENGTH,E NYLON Bffi(1N STABILIZED AC—LEDa <br /> BCCOOMPPACTEED � SEE NOTE) ENGINEER: AB <br /> SEE NOTE, ,2 aILESR TH,`UIN.GRaDE'D DRAWN BY: Ps <br /> a <br /> e®� \i aTABILI ®� REVISIONS <br /> BUIxv GIIN TRErvw _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EOTEXTILE � 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 ®v' ApNo <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH GEOT LEF SEILT FENCE-SEE STANDARD NOTE r,61Ay' �Fp <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 TTOBPOOST a4'P CAL) THESE 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 /> d,r•fu" ¢ ISOMETRIC REPRODUCED,IF COPIED,R USED FOR Ann' 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(GEOTE)(TILE) <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 t OF t SHEET SHEET,OF 1 SHEET <br /> TOGETHER To PREVENTSLTLADEN WATER <br /> FROM REVENLAIDAR'N <br /> O Gai <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. N LOCE AT THE W SPOTS OR SLIP,JOINING <br /> LOCATIONS.IONS SHALL NOT BE PLACED <br /> MR G THE <br /> 3/22/13 3122113 <br /> SPLICE DETAIL SPLICE DETAIL SHEET: E-04 <br /> (WOOD POSTS SHOWN) (WOOD PoSTS SHOWN) <br />