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W' <br /> NOTES rn <br /> 1. STABILIZED CONSTRUCTION ENTRANCE SHALL Lu �3 <br /> MEET THE REQUIREMENTS OF WSDOT STANDARD 2 <br /> SPECIFICATION SECTION 8-01.3(7). E rc <br /> W <br /> Yx <br /> INSTALL DRIVEWAY CULVERT W �� <br /> a"s <br /> IF THERE IS A ROADSIDE DITCH <br /> 25' PRESENT <br /> 25 1 <br /> EX5¶NGRppO 30'MIN TYPICAL <br /> _ PERMEABLE BALLAST TYPICAL SEE <br /> STANDARD SPECIFICATION <br /> \\ 5ECTION 9-03.9(2) <br /> 0 LENGTH AS REQUIRED 100'V IN,EXCEPT V INEPTH <br /> MAY BE REDUCEDT050'MIN FOR TYPICAL 1�..1.. <br /> SITES WITH LESS THAN ONE ACRE <br /> ❑ OF EXPOSED SOIL OR APPROVED BYINSPECTOR <br /> W PLACECONSTRUCTION GEOTEXTILE FOR SOIL J <br /> 0 RADWATIO THE M THE EDGE CONSTRUCTION ENTRANCE, <br /> EXISTING PROVIDE FULL WIDTH OF <br /> OR <br /> THE CONSTRUCTION ENTRANCE, <br /> C7 INGRESS/EGRESS AREA <br /> OR AS DIRECTED BY THE ENGINEER 15'MIN <br /> Lu W <br /> ZI ISOMETRIC VIEW > > LL] <br /> CONSTRUCTION ENTRANCE n/ <br /> LuLL <br /> Lu <br /> U <br /> COE STANDARD DETAIL NO.201 MODIFIEDcl Lu (� <br /> Z <br /> � 404 STABILIZED CONSTRUCTION ENTRANCE/EXIT 402 TITLE � <br /> ~ ISOMETRIC SCALE:NTS SECTION-DETAIL PLAN-ELEVATION SCALE:NTS �/ <br /> U <br /> w <br /> H <br /> U) <br /> Z <br /> 0 NOTES <br /> U 5"MAX— <br /> DRAINAGE GRATE TRIM PROFESSIONAL STAMP <br /> 1. CATCH BASIN INSERTS SHALL BE REMOVED ATTHE <br /> END OF THE PROJECT. <br /> Lu GRATE FRAME 2. CATCH BASIN INSERTS ARE ONLYTO BE INSTALLED IN <br /> J OVERFLOW BYPASS DRAINAGE DEVICES PER THE MANUFACTURES'S Q <br /> BELOW INLET GRATE RECOMMENDATIONS.CATCH BASIN INLET INSERTS <br /> } SEDIMENT DEVICE SHALL BE INSTALLED IN CURB INLETS. <br /> Q AND DEBRIS <br /> 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br /> FILTERED WATER CLEARING AND GRADING ACTIVITY,OR UPON w+occ. .,mx.Ec. <br /> W PLACEMENT OF A NEW CATCH BASIN. MARK HARRISON <br /> 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT <br /> J \j WHEN IT BECOMES ONE THIRD FULL OR IN <br /> ACCORDANCE WITH THE MANUFACTURES'INSTRUCTIONS. DROWN BY: LN <br /> Lu CHECKED BY: MH <br /> ❑ 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY <br /> of REMOVING THE INLET INSERTS,EMPTYING,AND DATE: 2D21-03-10 <br /> RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT <br /> WASH SEDIMENT INTO STORM DRAINS WHILE CLEANING. ISSUED FOR: <br /> SEE CITY OF EVERETT STANDARD DETAIL NO.214 <br /> N 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FORTHE PERMITS <br /> p STORM WATER STRUCTURE IT WILLSERVICE. <br /> N REVISIONS: <br /> SECTION VIEW 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOWRELIEF <br /> U RETRIEVALSYSTEM SYSTEM(OVERFLOW BYPASS). z <br /> TYPICAL <br /> } 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF <br /> THE BIGD WITHOUTSPILLING THE COLLECTED <br /> DRAINAGE GRATE MATERIAL. <br /> W Q <br /> LL 9. PERFORM MAINTENANCE IN ACCORDANCE WITH 0 <br /> ❑ STANDARD SPECIFICATION 8-01.3(15). <br /> U <br /> a <br /> Z e <br /> J <br /> d BELOW INLET GRATE <br /> DEVICE OVERFLOW BYPASS <br /> O \ TYPICAL <br /> d <br /> Z Q <br /> ISOMETRIC VIEW <br /> DWG.NO. A OF 14 <br /> COE STANDARD DETAIL NO.210 �} <br /> ui 403 CATCH BASIN INLET SEDIMENT PROTECTION 401 TEMPORARY SILT FENCE <br /> SECTION-ISOMETRIC SCALE:NTS SECTION-ISOMETRIC SCALE:NTS L 1 .1 <br />