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TEMPORARY EROSION/SEDIMENTATION CONTROL verizonv" <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 2389 <br /> GEOTEXTILE 1.Size the BelOW Inlet Son,Device(BIGD)for the storm water Structure it CITY OFEVERETT <br /> INLET 1.shown <br /> prefabricated units may be used in lieu of the design will service. anoIECT LounoN <br /> shown on this plan upon approval i lithe Engineer. <br /> hall be Constructed such that geolexlile <br /> 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). <br /> s 3200 20TH ST, <br /> 2.Structure <br /> materialltahe,,be fastened to posts creating a seam- 3. The retrieval system must allow removal of the BIGD without spilling the 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 W/� <br /> TRIM <br /> GRATE FRAME OJ V J <br /> O Q <br /> 2 0 <br /> n'4 DRAINAGE GRATE Lu Q <br /> (CROSS 6RACES NOT SHOWN) °p -RECTANGu RERIEVAL SYSTEM ITYR) J U J <br /> SEDIMENT AND DEBRIS > ( J <br /> 4 OVERFLOW BYPASS O ll. N <br /> L N Z Z <br /> 'D BELOW INLET GRATE DEVICE o v Z O ~ ~ <br /> FASTEN CROSS ERACmS TOGON ETHER <br /> WIRE O 0 Z <br /> PoST(SEE STD.SPEC.BA1.3(9AA). BRACES TO STABILIZE WOOD SS FILTER C / \\ U0 <br /> C Q / <br /> III Uj <br /> z a <br /> GEO Q LL <br /> TS 'SEE STD,SPEC 43S211).TABLE li,�1 - Ir <br /> BELOW INLET GRATE DEVICE <br /> OVERFLOW BYPASS(rYP) � (7 <br /> —_ <br /> e e <br /> COMPACTED INAT,ESOIL Lu <br /> J O �' <br /> FLOW h'. h'. h e. J <br /> GRATE Q Q <br /> v <br /> SILT ENCE-SEE <br /> STDFPLAN 13010 <br /> v NOT TO SCALE <br /> BURY GEOTE%TILE IN TRENCH a Z INLET <br /> INLET b FORESITE <br /> low SHEET 1 OF 1 SHEET SHEET 1 OF 1 SHEET group <br /> (ENTIRE FENCE NOT SHOWN O fgAr­ <br /> FOR ILLUSTRATIVE PURPOSES) ores reap,Inc. w I wxw:::1'::' <br /> 3000 E Cesar CM1avez St. D 1 334.007.6064 <br /> Suite 400 f1334.007.6024 <br /> Austin,TX 78702 <br /> WSDOT-I-30.15-02 WSDOT-I-30.17-00 <br /> SILT FENCE HIGH VISIBILITY SILT FENCE <br /> POST-SEE STD, <br /> SPEC 8,1 NOTES BPET-SEE 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 GErOTEXTILE TO 8-01.3(9)A and 8.01.3(15). 8-01.3(9)A and III <br /> OST III Oc <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 /> GEOT—TILE splices are locatetl 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 /> reinstall"unless the Project Engineer approves the installation <br /> . reinstalletl unless the Project Engineer approves the installation. <br /> BACONFILLED PACTIEp ? 4. Install silt fencing parallel to mapped contour lines. GEOTEXTILE 4. Install silt fencing parallel to mapped contour lines. <br /> NATIVE SOIL <br /> O ¢®fb <br /> FLO� 12bi MO.KING TENSIL'E NYLON Bffi EB STRENGTH,(1N STABILIZED ACNFILLEOa <br /> BC...PACSOED _ SEE NOTE) ENGINEER: AB <br /> BEE NOTE, ,266 aILESR TH,`UIN.GRaDE'D DRAWN BY: AS <br /> a <br /> 77 <br /> w aTABILI ® REVISIONS <br /> BUIxvcIIN TRENCH _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EOTEXTILE � Q o_ ®� � YGIN TRENCH 2 � <br /> GEOTEXTILE FOR HIGH VISIBILITY SILTFENCE <br /> COLR-ORAGE)SEE STANDARD <br /> B h SPECIFICATION_(1),TABLE 6 CT <br /> ION <br /> NOTE ®v' AplflO <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH GEOT LE FOR <br /> REILT 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® 111(1),TABLE 6ON AROUND TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH <br /> PREVENT UNDERCUTTING FLOWS. 4A SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- <br /> -WOOD OR STEELPOST 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 FASEVE TO RYSOOSC a`f'P CAL) THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> TYPICAL HIGH VISIBILRYSILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T B <br /> SEE NOTE 1 Q WEHOUT BACKUP SUPPORT REPRODUCED, <br /> ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> ISOMETRIC WITHOUT SPECIFIC WRITTEN RE MISSIONOPIED, OR USED <br /> ANV PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FASTEN GEOT <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN.)O.C. SCALE <br /> TYPICP) <br /> o FABRIC(GEOWPICAL) <br /> PENCEPICP) <br /> BEE NOTE) 't WITXOUT BACKUP SUPPORT <br /> ISOMETRIC 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 SEVEN alLAIDAR'N <br /> O Goi <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. N LOCE AT THE W BPOTB OR SLIP,JOINING <br /> LOCATIONS. <br /> SPLICEIONS SHALL NOT BE PLACED <br /> MR G THE <br /> 3/22/13 3/22/13 <br /> SPLICE DETAIL SPLICE DETAIL SHEET: E-04 <br /> (WOOD POSTS SHOWN) (WOOD PoSTS SHOWN) <br />