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PTN. OF NE 1/4 OF THE SE 1/4 SEC 6,TWP 22 N, R5E W.M. <br /> N w <br /> N m z <br /> O <br /> N <br /> N <br /> _aO <br /> O <br /> E < <br /> d NOTES k <br /> w a ATTAC�AT POST SEE WSDOT STANDARD m <br /> NOTES 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT 0] <br /> D3 <br /> HELD BEY THE IS FI MLY SPECIFICATIONS 8-01.3191A <br /> 1. STA ME[TTHEDCQNSTRUCTION ENTRANCE SHALL FLO INGAROUNETO PREVENT THE FENCE. <br /> N <br /> d)w MELT THE REQUIREMENTS OF WSDOT STANDARD SUPPORT IRA WAYTHAT FLOWING AROVNp THE ENDS OF THE FENCE. r <br /> t SPECIFICATION SECTION 8-01.31]). R <br /> L EDUCESTHEPOTENTIAL <br /> FOR FABRIC TEARING— 2. PEPrORM MAINTENANCE IN ACCORDANCE WITH w <br /> 0 FASTEN GEOTE%TILE TO SYS,OT STAN CARD SPECIFICATIONS B-01.3(9)A <br /> r BACKUP SUPPORT POST EVERY6'IN O.C. ANI,B-01.3(151. u <br /> SPLI-ES SHAU NEVER BE PLACED IN LOW SPOTS; 0 <br /> U 3 LOW OR SUMP AREAS,HE FENCE MAY NEED TO n U <br /> OR.UMP LOCATIONS.IF SPUCES ARE LOCATED IN O 3 <br /> BACKFILLEDB SY] Qf BENEINSTALLED UNLESS OTHERWISE APPROVED. > O <br /> II SELF-LOCKING TIE-NYLONE tL j <br /> INSTALL DRIVEWAY 1119 DITCH <br /> COMPARED YE Y K ry <br /> NOMPACTED / 6/6(MIN GRADE) 4. INSTALL SILT FENCING PARALLELTO MAPPED <br /> IF THERE ISAROAOSINE DIT[H GEOTEXTILE y.+ 120p MIN TENSILE STRENGTH, CONTOUR LINES. <br /> PRESENT UVUV STABIUZED <br /> 2S FOW S. DURING EXCAVATION,MINIMIZE DISTURBING W <br /> THIH O <br /> FEASIBLE, <br /> GROUND AROUND TRENCH AS MUCH AS IS <br /> DUAVLE,AN TO AVOID CONCESURFACNTRATING <br /> FLO O <br /> 25' COMPACTION <br /> TO AVOID CONCENTRATING FLOWS. <br /> �\ COMPACTION MUST BE ADEQUATE TO PREVENT O <br /> E105TING ROAD 30'MIN TYPICAL I BURY GEOTEMILE UNDERCUTTING FLOWS. Z <br /> N TRENCH <br /> a ,PE, BACKUP SUPPORT <br /> GEOTEXTILE FORSILTFENCE `fZ0 STEEL p05TI (TYPICAL) <br /> §7 SEESTANDAR)SPECIFICATION �':, ♦F <br /> L SECTION 9-33.2(1),TABLE 6- �! (TYPICAL) yi �g£ft�'SC <br /> _ C PERMEABLE BALLAST TYPICAL SEE <br /> STANDARD SPECIFICATION <br /> p SECTION9-03.9(2) TYPICAL INSTALLATION DETAIL 1 /�.'�cB° FABRIC <br /> (GEOTEXiIIEI / _ <br /> 1'MIN <br /> MAY BE REDUCCEDI RED TO 50'MN100' I FORXCEPT TYPICAL INSTALLBACWPSU PPORTFOR 1. Q (TYPICA11� 1L/ 'JYIjNNVL��YV <br /> SITES WITH LESS THAN ONE ACRE THE GEOTEXTILE SEE STANDARD <br /> Of EXPOSED SOIL OR APPROVED BY INSPECTOR SPECIFICATION SECTION 8.01.3(9)A <br /> PLACE CONSTRUCTION GEOTEXTILE FOR SOIL SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br /> STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULLWIDTHOF U.IN�E°� TOPREVENT SILTLADENWATER FROM ESCAPING THROUGH THE <br /> ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA G IENCE ATTHE OVERLAP. <br /> OR AS DIRECTED BY THE ENGINEER 15'MIN FR' <br /> � SPLICE DETAIL <br /> TYPICAL SILT FENCE WSDOT STD PLAN I.30.10-02 ACCEPTABLE SUBSTITUTE <br /> 4 ISOM ETRIC VI EW WITH BACKUP SUPPORT EXCI PT STEEL POST REQUIRED <br /> MOOT STD PLAN 140.10-02 ACCEPTABLE SUBSTITUTE 6 /� B <br /> ISOMETRIC CITY OF EVERETT <br /> CONSTRUCTION ENTRANCE <br /> CITY OF EVERETT 44! � W� � PUBLIC WORKS DEPARTMENT <br /> PUBLIC WORKS DEPARTMENT 9� � ^TrWws ;'M .1 i'w"TG�uew """ Z <br /> 03/1]/201] <br /> eq O <br /> CONSTRUCTION ACCESS 201 ;[ TEMPORARY SILT FENCE 214 <br /> I z <br /> 4 <br /> a <br /> z <br /> z <br /> 0 <br /> U <br /> x <br /> N <br /> 0 <br /> O <br /> 2 <br /> O <br /> Z <br /> O1 <br /> NOTES L <br /> 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE <br /> END OF THE PROJECT. <br /> DRAINAGEGRATE TRIM <br /> 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN //yy <br /> DRAINAGE DEVICES PER THE MANUFACTURES'S •L <br /> RECOMMENDATIONS.CATCH BASIN INLET INSERTS t.V <br /> GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. ^ <br /> BELOW I NLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO I..L <br /> SEDIMENT DEVICE CLEARING AND GRADING ACTIVITY,OR UPON vJ <br /> AND DEBRIS PLACEMENT 01A NEW CATCH BASIN. s <br /> -- FILTERED WATER 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT CC 0 <br /> WHEN IT BECOMES ONE THIRD FULL OR IN O O J <br /> ACCORDANCE WITH THE MANUFACTURES' <br /> INSTRUCTIONS. T <br /> S. SEDIMENT REMOVAL SHALL BE ACCOMPUSHED BY Lu <br /> //1 <br /> REMOVING THE INLET INSERTS,EMPTYING,AND V J t <br /> RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT J D: <br /> WASH SEDIMENT INTO STORM DRAINS WHILE <br /> CLEANING. _ �y <br /> 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE /LL\ <br /> STORM WATER STRUCTURE IT WILL SERVICE. O <br /> ]. THE GIGO SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF Q U <br /> SYSTEM(OVERFLOW BYPASS). <br /> SECTION VIEW <br /> 8. THE RGOWIAHOU SYSTEM MUST ALLOW REMOVALOF <br /> THE MATERIAL. <br /> WITHOUT THE COLLECTED CLIENT <br /> MATERIAL. <br /> RETRIEVAL SYSTEM 9 STANDARD SPECIFICANONI B-03 PER ORM 10R5). WITH STEPHANIE AND <br /> TYPICAL <br /> CLIFF ACRE <br /> DRAINAGE GRATE 1300 ADMIRALTY WAY <br /> UNITJ102 <br /> EVERETT,WA 98204 <br /> WSDOT STD PLAN 140.2000 ACCEPTABLE SUBSTITUTE IF <br /> BELOW INLET GRATE MAINTENANCE MEETS NOTES 1-5 <br /> g DEVICE OVERFLOW BYPASS <br /> E TYPICAL <br /> CITY OF EVERETT <br /> p�2 PUBLIC WORKS DEPARTMENT <br /> 12/30 3016 <br /> ISOMETRIC VIEW STORM DRAIN INLET" <br /> PROTECTION 210 <br /> BASE MAP <br /> Q DRAWING <br /> C1.10 <br /> Know what's below. <br /> Call before you dig. SHEET 4 OF 12 <br />