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 PROJECTID NUMBER <br /> . <br /> 1703MNTR.006 ROW EVT 0577 <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 built-in high-flow relief system(overflow bypass). 1602 HEWITT AVE <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 d W <br /> RIM 0 (n <br /> O Z <br /> o <br /> GRATE FRAME O n d RRA'INA GRATE GOATEE Lu U 'n Q <br /> (CROSS BRACES NOT SHOWN) .°p -RECTANGU RERIEVAL SrSTEM ITYP) U U V <br /> SEDIMENT AND DEBRIS > D J <br /> 4 OVERFLOW BYPASS O ll. <br /> � N Z LLJ Z <br /> 'D BELOW INLET GRATE DEVICE o v z O LE <br /> E :A '^ U = o <br /> FASTEN SCREWRSSNNSE.INNYLSONOTES OR WIREER WITH �// <br /> POST(SEE STD.SPEC.BA1.3(9AA). BRACES TO STABILIZE WOOD SS FILTERWATER <br /> TER Z <br /> Q o <br /> C /) J <br /> e® C z VV d � 7 <br /> GEOTEXTILE FOR <br /> TEMPORARY <br /> 2SILT <br /> TFENCE <br /> ABLE 6 � //j��I Q LLI l.Ll LL' <br /> )i -- A BELOW INLET GRATE DEVICE OVERFLOWBYPASS(TY) <br /> —-- v) Q L <br /> COMPACTED NATIVE BOIL 1 o o LLI ��� D z <br /> U O Q <br /> FLOW <br /> U LU <br /> GRATE Q <br /> SILT ENCE-SEE <br /> STDFPLAN 13010 <br /> v NOT TO SCALE <br /> BURY GEATE%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 FOR ILLUSTRATIVE PURPOSES) ores reap,Inc. w I wxw.fg-7::11l <br /> SEsI 3000 E Cesar CM1avez St. D 1 334.087.6064 <br /> Suite 4o0 '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 GEEOR%TLE TO 8-01.3(9)A and 8.01.3(15). 8-01.3(9)A and 8-01.3(15). <br /> e•11 o.c. <br /> 3' Splices shall never be placetl in low spots or sump locations If Fo TEGEEOTEXTILE 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 /> OST <br /> reinstalled unless the Project Engineer approves the installation. reinstalled unless the Project Engineer approves the installation. <br /> BAaNFILLED p ? 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� 12DI MO.KING TENSIL'E NYLON Bffi EB STRENGTH,(1N STABILIZED ACNFILLEDa <br /> BCCOAMPPACTEED � SEE NOTE) ENGINEER: AB <br /> BEE NOTE, ,2B9 aILE=TH,(MN.GRADE'D DRAWN BY: AB <br /> a <br /> e®� \i aTABILI ®� REVISIONS <br /> BUIxv GIIN TRErvw _ �" n^TP DESCRIPTION INITIAL <br /> a BUR EOTEXTILE � Q o IN TRENCH 2 <br /> Qo =4 g®� GEOTEXTILE FOR H GH VISIBILITY SILTFENCE <br /> COLSR-ORAHGE)SEE STANDARD <br /> B h IF <br /> B...2(1CATIO S6CT <br /> ION <br /> NOTE ®� AplitO <br /> Taus <br /> CAVATION,MINIMIZE DISTURBING THE GROUND $P DAROUND URING TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH GEOT LEF SEILT FENCE-SEE STANDARD NOTE <br /> SURFACE FOLLOWING EXCAVATION TO AVOID CONCERT- DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND 6" <br /> RATING FLOWS.COMPACTION MUST BE ADEQUATE TO Q® 111(1),TABLE 6 LTf SURFACE <br /> TRENCH NMUCHEE AS XCAVATION <br /> N TO ALE,AND SMOOTH <br /> PREVENT UNDERCUTTING FLOWS, 4A SURFACE FOLLOWING EXCAVATION TO AVOID CONCERT- <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 /> 0 <br /> (STEEL POSTS SHOWN) T-OR STEEL EXCEPT AS MAY BE OTHERWISE PROVIDED CONTRACT <br /> $PAplflO G FASTEN TO a`f'P CAL) THERE DRAWINGS AND SPECIFICATIONS SHALLLL REMAIN THE <br /> RYS <br /> TYPICAL HIGH VISIBILRYSILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC.. <br /> �q SEE NOTE 1 Q WITHOUT BACKUP SUPPORT BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOTT B <br /> REPRODUCIED, COPIED, OR USED <br /> d,0•fu" ¢ ISOMETRIC WITHOUT SPECIFIC WRITT NRERMISSIONR Ann' PURPOSE <br /> (STEEL POSTS SHOWN) <br /> FASTEN'EOT <br /> FABRIC(GEOTEXTILE) POST EVERY 6•(IN)O.C. SCALE <br /> (TYPICAL) <br /> o FABRIC(GEOTEXTI-E) <br /> PICP) <br /> SEE NOTE) 't WIT NO'RTC BACKUP SUPPORT 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 PREVENTSLTLADEN WATER <br /> FROM REVENLAIDAR'N <br /> O Goi <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP. N LOCE AT THE W BPOTE 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 />