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STABILIZED CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />ATTACH IN A MANNER THAT <br />ASSURES FABRIC IS FIRMLY <br />HELD BY THE BACKUP <br />SUPPORT IN A WAY THAT <br />REDUCES THE POTENTIAL <br />FOR FABRIC TEARING <br />BACKUP SUPPORT <br />POST SEE WSDOT STANDARD <br />SPECIFICATIONS 8-01.3(9)A <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" IN O.C. <br />oz <br />BACKFILLED & `" SELF-LOCKING TIE-NYLONE <br />COMPACTED 6/6 (MIN GRADE) <br />NATIVE SOIL - GEOTEXTILE <br />120#MIN TENSILE STRENGTH, <br />UV STABILIZED <br />F(pw <br />BURY GEOTEXTILE <br />IN TRENCH <br />3 <br />TYPICAL INSTALLATION DETAIL <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />NOTES <br />1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br />SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br />FLOWING AROUND THE ENDS OF THE FENCE. <br />2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br />AND 8-01.3(15). <br />3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br />OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN <br />LOW OR SUMP AREAS, THE FENCE MAY NEED TO <br />BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />4. INSTALL SILT FENCING PARALLEL TO MAPPED <br />CONTOUR LINES. <br />5. DURING EXCAVATION, MINIMIZE DISTURBING <br />THE GROUND AROUND TRENCH AS MUCH AS IS <br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING <br />EXCAVATION TO AVOID CONCENTRATING FLOWS. <br />COMPACTION MUST BE ADEQUATE TO PREVENT <br />UNDERCUTTING FLOWS. <br />`rF <br />GEOTEXTILE FOR SILT FENCE <br />SEE STANDARD SPECIFICATION 201xF STYPICALTEEL Oc <br />SECTION 9-33.2 (1), TABLE 6 1 (TYPICAL) <br />/ I <br />/ <br />/ <br />/ <br />/ <br />/ <br />�/ / / TYPICAL SILT FENCE <br />/ I WITH BACKUP SUPPORT <br />ISOMETRIC <br />2 / <br />0� 1-1 <br />TEMPORARY SILT FENCE <br />NOT TO SCALE <br />115 <br />Know what's below. <br />Call before ou <br />FABRIC <br />(GEOTEXT <br />(TYPICAL) <br />BACKUPSUPPORT <br />(TYPICAL) <br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br />FENCE AT THE OVERLAP. <br />SPLICE DETAIL <br />WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br />EXCEPT STEEL POST REQUIRED <br />0:CITY OF EVERETT <br />7T PUBLIC WORKS DEPARTMENT <br />City Engineer Sec[ion Manager 111... ger Drawn ey Current Rev Date <br />RYAN SASS HEATHER GRIFFIN PAUL WILHELM ESH 03/17/2017 <br />TITLE <br />STANDARD DRAWING No. <br />TEMPORARY SILT FENCE 214 <br />2 SE 1/4 OF SEC 14, TWP 28N, R4E W.M. <br />UMIA IIVHUC <br />GRATE FRP <br />SEDIMENT <br />AND DEBR <br />DRAII <br />0 <br />Z <br />z <br />w <br />a <br />O <br />w <br />o BELO <br />DEVI( <br />a <br />z <br />Z <br />0 <br />o a <br />Z oo <br />Tin <br />V1 N <br />0 <br />-I <br />w N <br />o^ <br />d m <br />w <br />-o <br />U <br />Qo <br />�a <br />STORM DRAIN INLET PROTECTION <br />NOT TO SCALE <br />5" MAX <br />SECTION VIEW <br />ISOMETRIC VIEW <br />)W BYPASS <br />NLET GRATE <br />WATER <br />NOTES <br />1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE <br />END OF THE PROJECT. <br />2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN <br />DRAINAGE DEVICES PER THE MANUFACTURES'S <br />RECOMMENDATIONS. CATCH BASIN INLET INSERTS <br />SHALL BE INSTALLED IN CURB INLETS. <br />3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br />CLEARING AND GRADING ACTIVITY, OR UPON <br />PLACEMENT OF A NEW CATCH BASIN. <br />4. SEDIMENT SHALL BE REMOVED FROM THE UNIT <br />WHEN IT BECOMES ONE THIRD FULL OR IN <br />ACCORDANCE WITH THE MANUFACTURES' <br />INSTRUCTIONS. <br />5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY <br />REMOVING THE INLET INSERTS, EMPTYING, AND <br />RE -INSTALLING IT INTO THE CATCH BASIN. DO NOT <br />WASH SEDIMENT INTO STORM DRAINS WHILE <br />CLEANING. <br />6. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE <br />STORM WATER STRUCTURE IT WILL SERVICE. <br />7. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF <br />SYSTEM (OVERFLOW BYPASS). <br />8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF <br />THE BIGD WITHOUT SPILLING THE COLLECTED <br />MATERIAL. <br />9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION 8-01.3(15). <br />WSDOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF <br />S MAINTENANCE MEETS NOTES 1-5 <br />CITY OF EVERETT <br />EVEFETT PUBLIC WORKS DEPARTMENT <br />City Engineer Sec[ion Manager CAD Manager Drawn ey Current Rev Date <br />RYAN SASS HEATHER GRIFFIN PAUL WILHELM ESH 12/30/2016 <br />TITLE <br />STORM DRAIN INLET STANDARD DRAWING N.. <br />PROTECTION 210 <br />THIS SHEET IS INFORMATIONAL ONLY. SEE <br />CITY OF EVERETT PERMIT PW2211-017 FOR <br />APPROVED SWPPP, TESC PLANS AND <br />DETAILS AND STRUCTURAL PLANS. <br />Copyright © 2023 CPH Consultants, LLC. All Rights Reserved. <br />0 0 <br />m <br />w <br />0 <br />0- <br />z <br />O <br />I <br />3: <br />U <br />Q <br />0 <br />12 <br />W <br />� <br />m <br />a <br />O <br />LU <br />LLJ <br />Q <br />o <br />M <br />N <br />,-, <br />CM <br />N <br />N <br />O <br />z <br />C� �J wLY`��� <br />54944 <br />�ssr <br />4NAL <br />�01 <br />A O' <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />BY MEAD GILMAN ASSOCIA TES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />Uj <br />CLIENT <br />2 <br />I. <br />W <br />tY <br />W <br />W <br />PACIFIC RIDGE HOMES <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />BOTHELL, WA 98012 <br />C I I <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-13 NE 120th Street <br />Kirkland, WA 98034 - (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - (509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0132-21-023 <br />DRAWING <br />C1. 100 <br />SHEET 5 OF 36 <br />