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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 PROTECTIDNUMBER <br /> 1703MNTR.004 ROW EVT 1332 <br /> PER <br /> NLET GEOIEXTILE 1.Preto bricated units may Da used in lieu of the design 1. Size the Below Inlet Grate Device(BIGD)forthestormwaterstructureit CITYOFEVERETT <br /> shown on this plan upon approval of the Engineer, will service. <br /> 2.Structure anon be constructed such that EM teXM1le 2. The BIGD shoo nave a buin-in high-tlow relief system(oveMow bypass). 2420 39TH STREET <br /> material shall be fastened to posts creamg a seam- 3. The retrieval system must allow removal of the BIGD Without spilling the <br /> less joint. collected material. EVERETT,WA <br /> 3.Ensure that ponding height of water does not cause 4. Perform maintenance in accordance with Standard Specification 81 <br /> flooding on adjacent roadways or private property. <br /> 4.Perform maintenance in accordance with Standard <br /> Specification 8-01.3(15). <br /> DRAINAGE GRATE TRIM O _ L.I..I <br /> V -� Z <br /> GRATE FRAME �O Q O <br /> LARGINAGRA GRATE GRATE SHOWN w <br /> (cRoss BRACES NOT SHOWN) .°p RECTANGULAR <br /> RETRIEVAL SYSTEM(TYP.) V w \ 5 0 J <br /> SEDIMENT AND DEBRIS a <br /> DYERFLQW BYPAaa 0^ E z <br /> v p v p BELOW INLET GRATE DEVICE W O 'O\ >Uj ~ <br /> FASSCREW CROSS BRAZES <br /> TOGETHER WIRE v z <br /> n Z <br /> POST(SEE STD.SPEC.B-013(ajA). BRACES To STABILIZE WOODOSS FILTEEREDD Z Q <br /> C Q 2 U <br /> GILI � J Q z a®� Q w w <br /> GEo -SEESTD.SPECB3O­US FOR 3zni*aa"E6 1 o o BELOW INLETGRAEDEVIE OVERFLOWBYFASS(TYR) � <br /> cn <br /> QDMPADEDNATIVEaDI ) N ■ ~ w <br /> 1 Lu ■■■ LU z <br /> F V <br /> A O p <br /> F(Q� GRATE > p > p o p e Q <br /> SILT FENCE-SEE <br /> PLA' <br /> 10 <br /> BURY GEOTEXTILE IN TRENCH - NOT TO SCALE <br /> "`U FORESITE <br /> group <br /> SHEET 1 OF 1 SHEET SHEET 1 OF 1 SHEET <br /> (ENTIRE FENCE NOT HOWN FoNe Group,nc. w I www.fa4ac.nat <br /> O FOR IuusTlunvE PURPOSES) SU IS E Cesar Chavez 8t. 11334 <br /> ,88].8064 <br /> AuIte400 f1334.88].8024 <br /> Austin,T%]B]02 <br /> WSDOT-I-30.15-02 WSDOT-I-30.17-00 <br /> SILT FENCE HIGH VISIBILITY SILT FENCE <br /> SPEC SEE sro. _ <br /> latsp NOTES SPEC lo-olajs)n NOTES <br /> 1.Install Ile ends of the silt 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 <br /> the ends of the fence. to prevent sediment from flowing around the ends of the fence. <br /> 2.Part,=maintenance m accordance With Standard Specifications 2.Part.-maintenance in accordance with Standard Specifications <br /> FASTE' 6-01.3(9)A and 8-01.3(15). 8-01.3(9)A and 8-01.3(15). <br /> POST <br /> EVERY 6'(IN.)O.C. <br /> 3'Splices shall never be placed in low spots or sump locations,If —EM EEROTEATILETD 3'Splices shall never be placed in low spots or sump locations.If <br /> GEOE)(TILE splices are located in low or sump areas,the fence may need to be er(IN.)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 /> 4. Install sill fencing parallel to mapped contour lines. GEOTEXTILE 4. Install silt fencing parallel to mapped contour lines. <br /> COMPACTED <br /> Q <br /> NATIVE SOIL rr � ®� <br /> S201MIOCTENSIL TIE-NYLON <br /> E STRENGTH(WI STGAB�ZE SEE NOTEI ENGINEER: AB <br /> fl'0\` D BCOMP,LEDS " <br /> SEE NOTE I NATIVE SOIL S2ELLF-LOCKINSILTIE-NYLON <br /> Be(WI,GABACZE. � <br /> D DRAWN BY: SS <br /> a <br /> g°' F(D_ REVISIONS <br /> BURY G W TRENCLH V` <br /> DESCRIPTION INITIAL <br /> _4, Q BUR EOTEXTILE ¢ �O <br /> YGIN TRENCH Q �� <br /> e4" <br /> 1E O CGEOT OLOR OILE FOR HIGH VISIBNLIDARD FENCE <br /> h SS.211),AiABLE a CTON A <br /> Q ) <br /> NOTE ®� pP0IIJ0 <br /> DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND NOTE 5 <br /> AROUND TRENCH AS MUCH AS IS FEASIBLE.AND SMOOTH GEOTEXTILE FOR SILT SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- SS3ECIFICATION SECTION DO ING NCE-SEE STANDARDP <br /> STURBING THE GROUND <br /> RATING FLOWS.COMPACTION MUST BE ADEQUATE TO 8® .31(1),TABLE 6 AROUNDETR NCH AS MUCH AS ISXCAVATION.MINIMIZE IFEASIBLE,AND SMOOTH 6 <br /> PREVENT UNDERCUTTING FLOWS. R3 0 POSTSURFACE FOUL OWING EXCAVATION TO AVOID CONCENT- <br /> -WO RAT ING FLOWS.COMPACTION MUST BE ADEQUATE TO c <br /> TYPICAL INSTALLATION DETAIL oD(TYPICAL) PREVENT UNDERCUrn FLOWS, <br /> (STEEL POSE SHOWN) TYPICAL INSTALLATION DETAIL <br /> (STEEL POSTS SHOWN) T EEL <br /> PIC0 STEEL <br /> EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> FASTEN ENERY 6'OC TYPICAL HIGH VISIBILITY SILT FENCE PROPERTY OF MCI COMMUNICATIONS SERVICES,INC„BOT <br /> WITKOUT BACKUP SUPPORT BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> SEE rvOEt a ISOMETRIC REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> (STEEL POSTS SHOWN) WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> FASTEN GEOTEXTILE TO <br /> FABRIC(GEI X IILLE' POST EVERY E.(IN.)O.C. <br /> CAL <br /> TYPICAL SILT FENCE FABRIC(GEOTEXTILE) SCALE <br /> SEE NOTE I 3 WRHOUT BACKUP SUPPORT (TYPICAL) <br /> ISOMETRIC SILT FENCE HIGH VISIBILITY HORIZONTAL: N/A <br /> (REEL POSE SHOWN) SILT FENCE <br /> VERTICAL: N/A <br /> STOGEfHER TO PREVEM SILT LADEN WATERFROMH SHEET(OF SHEET SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br /> SHEET10F13HEET <br /> UGH THE <br /> ESCAPING THROUGH THE FENCE AT THE OVERLAP FEN EATTHE IOVERLT DLAPN JDIINENGFSECTONS SHALL NOROM ESCAPING TBE PLAC <br /> y�3 IN LOW SPoTS OR IN SUMP LOCATIONS. PLACED <br /> 3122113 <br /> SPLICE DETAIL <br /> (WOOD POSE SHOWNU SPLICE DETAIL SHEET: E-04 <br /> (WOOD POSE SHOWN) <br />