Laserfiche WebLink
SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />3 <br />0 <br />0 <br />15. <br />twhat'a below. <br />LENGTH AS REQUIRED 100' MIN, EXCEPT <br />MAY BE REDUCED TO 50' MIN FOR <br />SITES WITH LESS THAN ONE ACRE <br />OF EXPOSED SOIL OR APPROVED BY INSPECTOR <br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br />STABILIZATION FROM THE EDGE OF THE EXISTING <br />ROADWAY TO THE CONSTRUCTION ENTRANCE, <br />OR AS DIRECTED BY THE ENGINEER <br />STABILIZED CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />EXISTING IIOP.D <br />DEPTH <br />TYPICAL <br />ISOMETRIC VIEW <br />CONSTRUCTION ENTRANCE <br />NOTES <br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL <br />MEET THE REQUIREMENTS OF WSDOT STANDARD <br />SPECIFICATION SECTION 8-01.3(7). <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />MIN TYPICAL <br />PERMEABLE BALLAST TYPICAL SEE <br />STANDARD SPECIFICATION <br />SECTION 9-03.9(2) <br />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />ITMIN <br />WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />CONSTRUCTION ACCESS 201 <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 />BACKUPSUPPORT <br />BACKFILLED & <br />COMPACTED <br />NATIVE SOIL — <br />BURY GEOTEXTILE <br />IN TRENCH <br />POST SEE WSDOT STANDARD <br />SPECIFICATIONS 8-01.3(9)A <br />FASTEN GEOTEXTILE TO <br />POST EVERY 6" IN O.C. <br />SELF-LOCKING TIE-NYLONE <br />6/6 (MIN GRADE) <br />120# MIN TENSILE STRENGTH, <br />UV STABILIZED <br />1 N2 <br />Li <br />III VWDill I1air_III r_74IIf] .1•]:1r_1II <br />TEMPORARY SILT FENCE <br />NOT TO SCALE <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />GEOTEXTILE FOR SILT FENCE <br />SEE STANDARD SPECIFICATION <br />SECTION 9-33.2 (1), TABLE 6 — <br />IIIIIIIIIIIIIII' <br />IIIIIIII <br />111AOO <br />IIIII <br />IIIII <br />poolII <br />TYPICAL SILT FENCE <br />WITH BACKUP SUPPORT <br />DRAINAGE <br />GRATE FRP <br />SEDIMENT <br />AND DEBR <br />DRAINAGE GRATE <br />BELOW INLET GRATE <br />DEVICE <br />STORM DRAIN INLET PROTECTION <br />NOT TO SCALE <br />SECTION VIEW <br />ISOMETRIC VIEW <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 B-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 PARALLELTO MAPPED <br />CONTOUR LINES. <br />S. 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 />STEEL PO! <br />(TYPICAL) <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 ATTHE OVERLAP. <br />SPLICE DETAIL <br />WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br />EXCEPT STEEL POST REQUIRED <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />TEMPORARY SILT FENCE 214 <br />)W BYPASS <br />NLETGRATE <br />I WATER <br />RETRIEVAL SYSTEM <br />TYPICAL <br />OVERFLOW BYPASS <br />TYPICAL <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 />S. 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 />B. 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 801.3(15). <br />WSDOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF <br />MAINTENANCE MEETS NOTES 1-5 <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />STORM DRAIN INLET <br />PROTECTION 210 <br />O <br />Z <br />Vp) <br />ti <br />W <br />a <br />Z <br />Cc <br />U) <br />0 <br />U <br />� <br />Q <br />W <br />U_ <br />o <br />U <br />LU <br />m <br />ryJry <br />LLI <br />EuJ <br />0 <br />a <br />ILL <br />O <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />laddand, WA 98034 - (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 I <br />Wenatchee, WA 98801 - (509) 293-7731 <br />www.cphconsultants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C1.100 <br />SHEET 6 OF 51 <br />a� <br />Copyright 0 2020 CPH Consultants, LLC. All Rights Reserved. <br />