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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 /> 25' PRESENT <br /> 25' <br /> EXISTING Rog) ito. <br /> s V ! 30'MIN TYPICAL <br /> �j'`I�% � fir' '. <br /> - •Oililille"._ ------"1-_-__-_--------1---';;;;:r <br /> `ice`- -°=•''•=�-:== . <br /> PERMEABLE BALLAST TYPICAL SEE <br /> STANDARD SPECIFICATION <br /> \\\ SECTION 9-03.9(2) <br /> LENGTH AS REQUIRED 100'MIN,EXCEPT 1' MIN � ,; �%!.. <br /> MAY BE REDUCED TO 50'MIN FOR DEPTH 4761:!%��" ��!,i!':�% <br /> SITES WITH LESS THAN ONE ACRE <br /> TYPICAL „0 0 .•.?•0. <br /> : %�Fi�+ <br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR .r_`_.._.- <br /> E <br /> PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br /> g STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF <br /> g ROADWAY TO THE CONSTRUCTION ENTRANCE,3 OR AS DIRECTED BY THE ENGINEER INGRESS/EGRESS AREA <br /> 15'MIN <br /> i <br /> 'o <br /> L <br /> P. <br /> ISOMETRIC VIEW <br /> CONSTRUCTION ENTRANCE WSDOT STD PLAN I-80.10-02ACCEPTABLE SUBSTITUTE <br /> CITY OF EVERETT <br /> 6 PUBLIC WORKS DEPARTMENT <br /> $ �RYAN SASS VAR PAULWIIHELM IR��SH 04/03/2017 <br /> ts <br /> t7< n.xww wwsr <br /> �F CONSTRUCTION ACCESS 201 <br /> I r <br /> - 1111111 O 1111111 M all MN E MN MN R OM S Mil lilll N MI 1111111 — <br />