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'LOCK <br />• <br />LENGTH A$ REQUIRED LOT I <br />MAY BE REDUCED TO 59 MI <br />SITES WITH LESS THAN ONE <br />OF EXPOSED SOIL OR APPRO <br />PEACE CONSTRUCTION GEO'. <br />STABILIZATION FROM THE EDGE OF THE EXISTING <br />ROADWAY TO THE CONSrRUCTON ENTRANCE, <br />OR AS DIRECTED BY THE ENGINEER-------------� <br />STABILIZED CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />Fj <br />• <br />NOTES <br />I. STABILIZED CONSTRUCTION ENTRANCE SHALL <br />MEET THE REQUIREMENTS OF WSDOTSTANDARD <br />SPECIFICATION SECTION 8,01.3(7). <br />INSTALL DRIYEWAY CULVERT <br />IF THERE 6 A ROADSIDE DITCH <br />PRESENT <br />30' MIN TYPICAL <br />PERMEABLE BAUASTTYPICALSEE <br />STANDARD SPECIFICATION <br />SECDON 9-03.9121 <br />-- PROVIDE WLL WIDTH OF <br />INGRESS/EGRESSAREA <br />15' MIN <br />ISOMETRIC VIEW <br />CONSTRUCTION ENTRANCE —.-WSOOTSTD PLAN I-80.10 02 ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />^'•!A!® ^!'rz3 .�+: KN:1 cs!! {03(17�0f w CONSTRUCTION ACCESS 201 <br />ATTACH IN A MANNER THAT <br />POST SEE WSOOTSTANDARD <br />ASSURESFABRIC6 FIRMLY <br />HELD BYTHE BACKUP <br />/ 1PECII-TIONSS-01.3(9)A <br />SUPPORT IN A WAYTHAT <br />REDUCESTHEPOTENTAL <br />FOR FABRICTFARING <br />\ <br />FATTEN GEOTEXTO <br />POST EVERY6'IN O.C.O. <br />BACKUP SUPPORT <br />BACKFILLED& <br />COMPACTED <br />NATIVE TOIL GEOTEXTLE-�� <br />__,,..yy----SELF{pCN.G TIE-NYLONE <br />.�j� �'/ 6/6(MIN GRADE) <br />��� / 1201IMINTENSILESTRENGTH, <br />a <br />6t! A UVSTASIUZED <br />BURYGEOTEXILE <br />�z <br />GEOTEXTRE FOR SILT FENCE <br />SEESTANDARDSPECIFICATR)N <br />SECTION 9-33.1(1), TABLE 6-- � <br />TYPICAL INSTALLATION DETAIL <br />\' \ <br />INSTALLRACKUP SUPPORTFOR <br />\ '� <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />\' <br />TYPICAL SILT FENCE <br />WITH BACKUP SUPPORT <br />�Y{lR6R. <br />ISOMETRIC <br />0 <br />T <br />TEMPORARY SILT FENCE <br />NOT TO SCALE <br />DRAINAGE <br />GRATE FW <br />SEDIMENT <br />AND DEBT <br />SECTION VIEW <br />DRAINAGE GRATE <br />BELOW INLET GRATE <br />ISOMETRIC VIEW <br />STORM DRAIN INLET PROTECTION <br />NOT TO SCALE <br />NOTES <br />1. INSTALLTHE 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 8,01.300, <br />AND 8-01.3(15L <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 NEEDTO <br />BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />4. INSTALL SILT FENCING PARALLEL TO MAPPED <br />CONTOUR UNFS, <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 />BACKUPSU PPORT <br />STEEL T / (TYPICAL) <br />\\`dj <br />Aft <br />(TYPICAL) .__ (, <br />FABRIC <br />QP <br />(GEOTEXTllE) <br />(TYPICAL) <br />/I it <br />SPLICED <br />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 1-30.3002 ACCEPTABLE SUBSTITUTE <br />EXCEPT STEEL POST REQUIRED <br />ATE <br />RETRIEVALSYSTEM <br />TYPICAL <br />NOTES <br />1. CATCH BASIN INSERTS SHALL BE REMOVED ATTHE <br />END OF THE PROIECr. <br />2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN <br />DMINAGE DEVICES PER THE MANUFACTUREVS <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 />A. SEDIMENT SHALL BE REMOVED FROM THE UNIT <br />WHEN R 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 />RE4115TAl11NG 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. THESIGD SHALL HAVE A BUILT-IN HIGH -FLAW REUEF <br />SYSTEM (OVERFLOW BYPASS). <br />8. THEREMEVALSYSIEM MUSTALLOWREMOVALOF <br />THE BIGD WITHOUTSPI W NG THE COUECTED <br />MATERIAL <br />9. PERFORM MAINTENANCE IN ACCORDANCEWFTH <br />STANDARD SPECIFICATION 8-0L3(1SI. <br />W SDOT STD PLAN I-W.20.OD ACCEPTABLE SUBSTITUTE IF <br />OVERFLOW BYPASS MA NTENANCE MEETS NOTES 1.5 <br />_ . - _.._. - -- <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />i STORM DRAIN INLET <br />1 PROTECTION 210 <br />CLIENT <br />RIVERVIEW I, LLC <br />10900 NE 8TH STREET <br />SURE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />CR - <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Land Use Cmul ing • Plajecl Management <br />ISA31 WBoaa Rd. NE Suit 120 <br />RedmoNEWA9B05 2 <br />ane <br />Pl: 142512�13901 FAY (a25118S23B9 <br />PROIECTNO. <br />0024-17-037 <br />Q <br />DRAWING <br />m <br />C1.100 <br />Know what's below. <br />Call before you dig. <br />„Rm®zp.FOPhA.e _.NRB.Ree <br />SHEET 7 of 44 <br />