Laserfiche WebLink
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 /> 1801AVAO.21 ROW EVT 1017 <br /> GEOTEXTILE 1.Size the Betow Inlet Gram Device(BIGD)for the storm wstar Structure it CITY OFEVERETT <br /> INLET 1.shown <br /> 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. The BIGD shall have a built-in high-flow relief system(overflow bypass). <br /> 2.Structure shall be constrected such that geolexlile 253E MADISON ST, <br /> maternal ahall 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 /> UJI <br /> 4.Perform maintenance in accordance with Standard U) <br /> Specifcation 8-01.3(15). <br /> DRAINAGE GRATE JI d <br /> TRIM O 0 <br /> Z GRATE FRAME O z <br /> n'Q DRRAINNAGEE GRATE W O <br /> (CROSS eItACES NOT SHOwN) .°p -RECTArvOu RETRIEVAL SYSTEM(TYR) U � J <br /> J <br /> SEDIMENT AND DEBRIS a OVERFLOW BYPASS O ll. I <br /> Do <br /> L_ N Z f2LLI Z <br /> 'p BELOW INLET GRATE DEVICE o v z O UJI <br /> (Y ~ <br /> FASTEN CROSS BRACES TOGON ETHER <br /> WIRE E O <br /> POST(SEE STD.SPEC,8A1.3unA), BRACES TOSTABRME ROOD SS FILTERED N Z <br /> Z O <br /> C Q U <br /> C 2n Co J Z <br /> B® z d w 7 <br /> GEOTSXTILE FOR TEMPORARY Sil-T FENCE < <br /> SEE STD,SPEC 93S2(1).TABLE //1��I LL Z K <br /> -- ----- A BELOWINLET GRATE DEVICE OVERFLOW BYPASS(rYP) 0 (7 <br /> -- v) to Lu <br /> -- w <br /> QQMPAQTEDNATmEBQL o o ILL! ■�■ Q �z <br /> U O ((D <br /> FLOW GRATE > h > h e h> Q I— <br /> STTFENC 1301E O <br /> v NOT TO SCALE <br /> BURY GEOTEXTILE IN TRENCH a Z INLET <br /> b <br /> INLET <br /> FORESITE <br /> SHEET 1 OF 1 SHEET SHEET 1 OF 1 SHEET group <br /> (ENTIRE FENCE NOT SHOWN O FOR ILLusTRATIVE PURPOSES) ores reap,Inc. w I wxw:::1'::' <br /> 300E E Ceser 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 8d1.3191A NOTES POST SEE STD. 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 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 /> GEOTEXTILE splices ere ocatetl 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 /> reinstalled unless the Project Engineer approves the installation. reinstalled 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 /> F10` SELF-LOCKING TENSIL'EB STRENGTH,(1N STABILIZED ACKELLEDa <br /> V` BCCOOMPPACTEED � SEENOTEI ENGINEER: AB <br /> SEE NOTE1 12. BILESR TH,(UINGRADE'D DRAWN BY: Ps <br /> a <br /> \\ aTABILI ®� REVISIONS <br /> Buav OIIN TRErvw _ �" n^TP DESCRIPTION INITIAL <br /> 'H '.�4,. <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..i 11),TABLE 6 CT <br /> ION <br /> NOTE ®v' AplflO <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 8,61A�' �Fp <br /> SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND 6" <br /> PREVENTAT ING LUNDE UNDERCUTTING <br /> , BE ADEQUATE TO Q® 9J33 D),TABLE6ON 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 TTO6POST a`f'P CAL) THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> 0� TYPICAL HIGH VISIBILIry SILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOT <br /> ��q SEE NOTE Q WITHOUT BACKUP SUPPORT BE NO 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 SIHLTFIEINCE FABRIC(GEOTEXTILE) <br /> BEE NOTEI 't WITXOUT BCALAC TYPICAL))))) <br /> KUP 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 />