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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 0581 <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. PRwscT LounoN: <br /> shown on this plan upon approval of the 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). Q634 ALGER AVE <br /> materialltahe,,be fastened to posts creating a seam- 3. The retrieval system must allow removal of the BIGD without spilling theless 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 /> Specifcation 8-01.3(15). <br /> DRAINAGE GRATE JI d <br /> TRIM <br /> O Z GRATE FRAME O Z <br /> V1 O <br /> n'4 DRRAINNAGEE GRATE W U )1_I Q <br /> (CROSS 6RACES NOT SHOWN) .°p -RECTANGu RERIEVAL SYSTEM T"P.) U U J <br /> Lu <br /> J <br /> 4 OVERFLOW BYPASS O EY' N <br /> SEDIMENT AND DEBRIS <br /> L N Z d Z <br /> 'D BELOW INLET GIureDEVICE o 4! CD <br /> z0 O ~ <br /> U <br /> FASTEN SCREWRSS AILS.CES II—ON OR WIREER WITH v+ O <br /> PoST(SEE STD.SPEC.BA1.3(9AA). BRACES TO STABILIZE WOOD SS FI—F D ER 1CC1 Z w U <br /> C N J <br /> Gao ®�LE FOR TEMPORAW SILT FENCE ))°I Q W ZZ IY <br /> R O(T'SEE STD.SPEC 4 2(1).TABLE /i �I A <br /> -- ----- A BELOW GRATE DEVICE OVERFLOW BYPASS(rYP) Q C7 <br /> _ co <br /> z v) ■ <br /> N ---_ <br /> COMPACTED NATIVE SOIL 1 Lu ■■■ z <br /> FLOW GRATESILT > h > h e h> Q <br /> ETDFENCE-BE <br /> PLANI3010 <br /> v NOT TO SCALE <br /> BURY GEOTEXTILE IN TRENCH a Z INLET <br /> �-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 mop,Inc. w I wxw.fg-Inc.nel <br /> SESI Sure E Deser Ch..St. D 1 334.007.6064 <br /> Suite 40 <br /> 0 f1334.00].6024 <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 STS, <br /> SPEC 8HI1.319)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•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. 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� 12bi MO.KING TENSIL'E NYLON Bffi ES STRENGTH,(1N STABILIZED AC—LIED BCCOOMPPACTEED � SEE NOTE) ENGINEER: AB <br /> BEE NOTE, ,2 aILESR TH,`UIN.GRaDE'D DRAWN BY: Ps <br /> a <br /> e®� \i aTAeILI ®� 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 /> COLSR-ORAHGE ISEESTANDARD <br /> B h ION <br /> 9933111,TABLE 6 CT <br /> NOTE ®� No <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH GEOTE�ILIEF 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- <br /> OCAL) EL EXCEPT AS MAY BE OTHERWISE PROVIDED SHALL <br /> CONTRACT <br /> $PAplflO G FASEVERTOg POST a`f'P CAL) THERE 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 /> fl,r•fu" ¢ ISOMETRIC REPRODUCED,IF COPIED,R USED FOR Ann' PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN.)O.0 <br /> TY . SCALE <br /> ON <br /> FASTEN'EOT <br /> PICP) <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 1 OF 1 SHEET SHEET,OF 1 SHEET <br /> TOGETHER To PRIEVENTSLTLADEN 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 />