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Or 0 — all — r r r r — 11 all 1 - - 0 — 0 <br /> 1 <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 /> 25' Ilik° <br /> >_."'--- G ROAD <br /> EXISTIN.. Nfii.,', , �30'MIN TYPICAL <br /> e <br /> `zez_ �lippop------ <br /> PERMEABLE BALLAST TYPICAL SEE <br /> STANDARD SPECIFICATION <br /> ^''� SECTION 9-03.9(2) <br /> 1' MIN �; �i•:4:. <br /> LENGTH AS REQUIRED 100 MIN,EXCEPT DEPTH •. `*. - <br /> MAY BE REDUCED TO 50'MIN FOR <br /> %!%'-- ! <br /> SITES WITH LESS THAN ONE ACRE TYPICAL =i.�4ri3O:4_ gy;1_' <br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR _-- '� 4''�"1'•'P'Cte <br /> 3 <br /> PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br /> g STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF <br /> ROADWAY TO THE CONSTRUCTION ENTRANCE, <br /> 3 OR AS DIRECTED BY THE ENGINEER INGRESS/EGRESS AREA <br /> 1 15'MIN <br /> f <br /> 0 <br /> N <br /> 12 ISOMETRIC VIEW <br /> V. CONSTRUCTION ENTRANCE WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE <br /> 1a EVERETT PUBLIC WORKS <br /> 'a <br /> WASHINGTON DEPARTMENT <br /> Li n uRY' AN SASS IHEATHFR GRIFFINI uPAULWRHELM I' SH 04/03/2017 <br /> UMIIAMMAVANG <br /> igSo CONSTRUCTION ACCESS 201. <br /> 1 1 <br />