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TEMPORARY EROSION/SEDIMENTATION CONTROL <br />WSDOT-I-40.10-00 <br />TEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED AREAS <br />WSDOT-I-30.15-02 <br />SILT FENCE <br />POST - SEE STD. <br />n SPEC. 8-01.319IA <br />NOTES <br />1. Install the ends of the silt fence to point slightly upslope to prevent <br />o <br />sediment from flowing around the ends of the fence. <br />2. Perform maintenance in accordance with Standard Specifications <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" (IN) O.C. <br />8-01.3(9)A and 8-01.3(15). <br />3. Splices shall never be placed in low spots or sump locations. If <br />in <br />GEOTEXTILE <br />splices are located in low or areas, the fence may need to be <br />reinstalled unless the Project Engineer approves the installation. <br />BACKFILLED & <br />COMPACTED <br />NATIVE SOIL <br />_z <br />- <br />4. Install silt fencing parallel to mapped contour lines. <br />PLO` W <br />V` <br />SELF-LOCKING TIE -NYLON 6/6 (MIN. GRADE), <br />120#MIN. TENSILE STRENGTH, UV STABILIZED <br />SEE NOTE 1 <br />11 <br />AQ <br />BURY GEOTEXTILE <br />IN TRENCH <br />Z <br />q 4" <br />A <br />P <br />P� <br />NOTE <br />e� <br />DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND <br />AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH <br />SURFACE FOLLOVNG EXCAVATION TO AVOID CONCENT- <br />RATING FLOWS. COMPACTION MUST BE ADEQUATE TO <br />PREVENT UNDERCUTTING FLOWS. <br />::0 <br />GEOTEXTILE FOR SILT FENCE <br />SPECIFICATION SECTION <br />9-33.2 (1), TABLE 6 <br />- SEE STANDARD <br />POST <br />TYPICAL INSTALLATION DETAIL <br />(STEEL POSTS SHOWN) <br />-WOOD <br />OR STEEL <br />(TYPICAL) <br />P <br />P��" FASTEN <br />f+ <br />SPPCING o EVERY <br />6" O.0 <br />FABRIC (GEOTEXTILE) <br />SEE NOTE 1 <br />�O <br />e�0 <br />TYPICAL SILT FENCE <br />WITHOUT BACKUP SUPPORT <br />ISOMETRIC <br />(STEEL POSTS SHOWN) <br />(TYPICAL) <br />SILT FENCE <br />SPLICED <br />FENCE SECTIONS SHALL BE CLOSE ENOUGH SHEET 1 OF 1 SHEET <br />TOGETHER TO PREVENT SILT LADEN WATER FROM <br />ESCAPING THROUGH THE FENCE AT THE OVERLAP. <br />3122113 <br />SPLICE DETAIL <br />(WOOD POSTS SHOWN) <br />WSDOT-I-40.20-00 <br />STORM DRAIN INLET PROTECTION <br />1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it <br />will service. <br />2. The BIGD shall have a built-in high -flow relief system (overflow bypass). <br />3. The retrieval system must allow removal of the BIGD without spilling the <br />collected material. <br />4. Perform maintenance in accordance with Standard Specification 8-01.3(15). <br />J 5" MAX. <br />DRAINAGE GRATE TRIM <br />GRATE FRAME <br />a " 4 DRAINAGE GRATE <br />RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TVP) <br />SEDIMENT AND DEBRIS <br />a <br />OVERFLOW BYPASS <br />D D <br />BELOW INLET GRATE DEVICE <br />FILTERED <br />WATER <br />BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TVP.) <br />0 0 <br />NOT TO SCALE <br />SHEET 1 OF 1 SHEET <br />WSDOT-I-30.17-00 <br />HIGH VISIBILITY SILT FENCE <br />POST - SEE STD. <br />NOTES <br />SPEC. 8-01.319IA <br />1. Install the ends of the high visibility silt fence to point slightly upslope <br />to prevent sediment from flowing around the ends of the fence. <br />2. Perform maintenance in accordance with Standard Specifications <br />s <br />8-01.3(9)A and 8-01.3(15). <br />FASTEN GEOTEXTILE TO <br />3. Splices shall never be placed in low spots or sump locations. f <br />POST EVERY 6" (IN) O.C. <br />areas, the fence may need t0 be <br />Sp ices are Ocated In IOW Or sum areas <br />remstalIad unless the Project Engineer approves the installation. <br />GEOTEXTILE <br />4. Install silt fencing parallel to mapped contour lines. <br />BACKFILLED & <br />COMPACTED <br />.sue <br />SEE NOTE 1 <br />NATIVE SOIL <br />SELF-LOCKING <br />TIE -NYLON 6/6 (MIN. GRADE), <br />�Y <br />120#MIN. <br />TENSILE STRENGTH, UV STABILIZED <br />F(O�h <br />11 <br />c�P <br />O P <br />BURY GEOTEXTILE <br />TRENCH ITRENCH <br />N <br />a <br />ti <br />e <br />GEOTEXTILE <br />COLOR - ORANGE <br />FOR HIGH VISIBILITY SILT FENCE <br />- SEE STANDARD <br />N <br />SPECIFICATION <br />9-33.2 (1), TABLE <br />SECTION <br />6 <br />NOTE' <br />SPPGING <br />P <br />DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND <br />AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH <br />SURFACE FOLLOWING EXCAVATION TO AVOID T- <br />P� <br />E'fl cep <br />e0. <br />RATING FLOWS. COMPACTION MUST BE ADEQUATEATE <br />PREVENT UNDERCUTTING FLOWS. <br />TYPICAL INSTALLATION DETAIL <br />(STEEL POSTS SHOWN <br />SEE <br />TO TO <br />�P <br />P� <br />NOTE Q`r <br />TYPICAL HIGH VISIBILITY <br />WITHOUT BACKUP <br />SILT FENCE <br />SUPPORT <br />T- <br />OD OR STEEL <br />PICAL) <br />ISOMETRIC <br />(STEEL POSTS SHOWN) <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" (IN) O.C. <br />FABRIC (GEOTEXTILE) <br />(TYPICAL) <br />HIGH VISIBILITY <br />SILT FENCE <br />SHEET 1 OF 1 SHEET <br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br />FENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACED <br />IN LOW SPOTS OR IN SUMP LOCATIONS. 3122113 <br />SPLICE DETAIL <br />(WOOD POSTS SHOWN) <br />verizon�' <br />PROJECT: <br />'ROJECT ID NUMBER. <br />1801AVAO.3 ROW EVT 0638 <br />'ERMITTING ENTITY. <br />CITY OF EVERETT <br />'ROJECT LOCATION. <br />2215 MERRILL CREEK PKWY <br />EVERETT, WA <br />o- <br />at <br />z <br />O <br />O_ <br />Ln <br />o <br />WQ <br />cc <br />LL <br />l <br />v J J <br />Q <br />O <br />F­ <br />Ln <br />Z <br />^ Z <br />LL <br />+� <br />O <br />O <br />o <br />N <br />Z <br />0 <br />U C <br />Q <br />w U <br />C V1 <br />C <br />J <br />• • Z <br />Z <br />a <br />W <br />LU <br />LU 0 <br />cc <br />0 <br />Of <br />F- <br />J <br />Of <br />LU ��s <br />z <br />U <br />O <br />Q <br />FORESITE <br />goup <br />Foresite Group, Inc. <br />w I -.fg-inc.net <br />3000 E Cesar Chavez St. <br />o 1 334.887.6064 <br />Suite 400 <br />Austin, TX 78702 <br />f 1334.887.6024 <br />ENGINEER: AB <br />DRAWN BY: NL <br />REVISIONS <br />DATE DESCRIPTION INITIAL <br />XCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br />HESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br />ROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH <br />EING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br />EPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br />VITHOUT SPECIFIC WRITTEN PERMISSION. <br />SCALE <br />HORIZONTAL: N/A <br />VERTICAL: N/A <br />SHEET: E-04 <br />