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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 PROJECTIDNUMBER <br /> 1703MNTR.003 ROW EVT 0937 <br /> GEOTEXTILE 1.Size the Below Inlet Son,DaVice(BIGD)forthestormwaterStructureit CITY OF EVERETT <br /> INLET 1.prefabricated units may be used in lieu of the design will service. PROJECT LocnnoN: <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). 2715 EVERETT AVE <br /> material she,,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 <br /> TRIM <br /> 0 Z W <br /> O � O GRATE FRAME n 4 RRAIINA EE HOATEE LLI U = Q <br /> (CROSS 6RACES NOT SHOWN) .°p -RECTANGu RERIEVAL SYSTEM(TYR) U � � J <br /> SEDIMENT AND DEBRIS 4 > J <br /> OVERFLOW BYPASS O ll. � N <br /> L N Z Z <br /> .'o BELOW INLET GIureDEVICE p 4! OU LLI ~ <br /> FASTEN SCREWRSS NSE.INmSONOTES OR WIREER WITH N (n Z <br /> POST(SEE STD.SPEC.BA1.3(9AA). BRACES TO STABILIZE WOOD SS FILTER Q <br /> 5 � Z � Q <br /> B® ` z a Z <br /> GEOTEXTILE FOR <br /> TEMPORARY <br /> SPEC 2SILT <br /> TFENCE <br /> ABLE 6 � //j��I Q <br /> )i -- A A BELOW GRATE DEVICE OVERFLOW BYPASS(rYP) �_ '� Q <br /> v) (n w <br /> z <br /> ---— <br /> 0 <br /> COMPACTED N IN BOIL � 1 �vA �vA LLI ��� 5 9 <br /> U p Q <br /> FLOW Q CIOGRATESILT <br /> STDFENCE-SEE <br /> PLAN I3010 <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 <br /> O FOR IuusTRATIVE PURPo ores reap,nc. w I wxw.fg-Inc.nel <br /> SEsI 3000 E Ceser CM1avez St. D 1 334.087.6064 <br /> Suite 400 '1334.087.6024 <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 9-01.3doa, NOTES OST-SEE STD. NOTES <br /> SPEC. 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). "1.3(9)A and 8-01.3(15). <br /> e•0rv.)o.c. <br /> 3' Splices shall never be placetl in low spots or sump locations If Fo TEGEROTEXTILE 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 B STRENGTH,E NYLON sffi(1N STABILIZED ACSFILLEDa <br /> BCCOOMPPACTEED � SEE NOTE) ENGINEER: AB <br /> SEE NOTE, ,2B9 aILESR TH,`UIN.GRaDE'D DRAWN BY: NL <br /> a <br /> e®� \i aTABILI ®� REVISIONS <br /> Buav 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-ORANGE ISEESTANDARD <br /> B h ION <br /> 9933111,TABLE 6 CT <br /> NOTE ®� AplitO <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH GEOT LEF SEILT FENCE-SEE STANDARD NOTE O,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 CONTRACT <br /> $PApIFlO G FASEVERTOg OOSC a`f'P CAL) THERE DRAWINGS AND SPECIFICATIONS SHALL <br /> 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 /> 8,0•fu" ¢ ISOMETRIC REPRODUCED,IF COPIED,R USED FOR ANY 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(GEOTEMILE) <br /> "LlPENCEPICP) <br /> SEE 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 PREVENTSLTLADEN WATER <br /> FROM SEVEN alLAIDAR'N <br /> O Gai <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. N LOCE AT THE W BPOTB OR SLIP,JOINING <br /> LOCATIONS.IONS SHALL NOT BE PLACED <br /> 3/22/13 3122113 <br /> SPLICE DETAIL SPLICE DETAIL SHEET: E-04 <br /> (WOOD POSTS SHOWN) (WOOD POSTS SHOWN) <br />